Dilation (operator theory)

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Figure 2.3 Components of stress in three dimensions

In continuum mechanics, the Cauchy stress tensor ๐ˆ, true stress tensor,[1] or simply called the stress tensor, named after Augustin-Louis Cauchy, is a second order tensor of type (2,0) (that is, a linear map), with nine components ฯƒij that completely define the state of stress at a point inside a material in the deformed placement or configuration. The tensor relates a unit-length direction vector n to the stress vector T(n) across an imaginary surface perpendicular to n:

๐“(๐ง)=๐งโ‹…๐ˆorTj(n)=ฯƒijni.

where,

๐ˆ=[ฯƒ11ฯƒ12ฯƒ13ฯƒ21ฯƒ22ฯƒ23ฯƒ31ฯƒ32ฯƒ33]โ‰ก[ฯƒxxฯƒxyฯƒxzฯƒyxฯƒyyฯƒyzฯƒzxฯƒzyฯƒzz]โ‰ก[ฯƒxฯ„xyฯ„xzฯ„yxฯƒyฯ„yzฯ„zxฯ„zyฯƒz]

The Cauchy stress tensor obeys the tensor transformation law under a change in the system of coordinates. A graphical representation of this transformation law is the Mohr's circle for stress.

The Cauchy stress tensor is used for stress analysis of material bodies experiencing small deformations: It is a central concept in the linear theory of elasticity. For large deformations, also called finite deformations, other measures of stress are required, such as the Piolaโ€“Kirchhoff stress tensor, the Biot stress tensor, and the Kirchhoff stress tensor.

According to the principle of conservation of linear momentum, if the continuum body is in static equilibrium it can be demonstrated that the components of the Cauchy stress tensor in every material point in the body satisfy the equilibrium equations (Cauchy's equations of motion for zero acceleration). At the same time, according to the principle of conservation of angular momentum, equilibrium requires that the summation of moments with respect to an arbitrary point is zero, which leads to the conclusion that the stress tensor is symmetric, thus having only six independent stress components, instead of the original nine.

There are certain invariants associated with the stress tensor, whose values do not depend upon the coordinate system chosen, or the area element upon which the stress tensor operates. These are the three eigenvalues of the stress tensor, which are called the principal stresses.

Euler-Cauchy stress principle - stress vector

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Figure 2.1a Internal distribution of contact forces and couple stresses on a differential dS of the internal surface S in a continuum, as a result of the interaction between the two portions of the continuum separated by the surface
Figure 2.1b Internal distribution of contact forces and couple stresses on a differential dS of the internal surface S in a continuum, as a result of the interaction between the two portions of the continuum separated by the surface
Figure 2.1c Stress vector on an internal surface S with normal vector n. Depending on the orientation of the plane under consideration, the stress vector may not necessarily be perpendicular to that plane, i.e. parallel to ๐ง, and can be resolved into two components: one component normal to the plane, called normal stress ฯƒn, and another component parallel to this plane, called the shearing stress ฯ„.

The Eulerโ€“Cauchy stress principle states that upon any surface (real or imaginary) that divides the body, the action of one part of the body on the other is equivalent (equipollent) to the system of distributed forces and couples on the surface dividing the body,[2] and it is represented by a field ๐“(๐ง), called the stress vector, defined on the surface S and assumed to depend continuously on the surface's unit vector ๐ง.[3][4]Primarily based on the most recent URA personal property value index (PPPI) flash estimates, we know that the PPPI, which represents the overall real property price development, has dipped in 2013Q4. That is the first dip the market has seen within the final 2 years.

To give you some perspective, the entire number of personal properties in Singapore (together with govt condominiums) is 297,689 in 2013Q3. Primarily based on the projection that there will be 19,302 units accomplished in 2014, the rise in residential models works out to be more than 6%. With a lot New Ec Launch Singapore provide, buyers might be spoilt for alternative and this in flip will lead to their reluctance to pay a premium for potential models. The complete textual content of the Copyright Act (Cap sixty three) and different statutes regarding IPR might be found on the Singapore Statutes Online Website online The Group's income jumped forty.1 p.c to $324.5 million from $231.6 million in FY 2013, lifted by increased development income and sales of growth properties in Singapore and China. Actual Estate Shopping for

One factor we've on this nation is a big group of "economists," and "market analysts." What's interesting about this group of real property market-watchers is that there are two very other ways wherein they predict Boomers will affect housing markets over the subsequent decade. Let's check out those two opposites and see how every can change the best way real property investors strategy their markets. The good news is that actual property buyers are prepared for either state of affairs, and there's profit in being ready. I'm excited and searching ahead to the alternatives both or each of these conditions will supply; thank you Boomers! Mapletree to further broaden past Asia Why fortune will favour the brave in Asia's closing real property frontier

The story of the 23.2 home begins with a stack of Douglas fir beams salvaged from varied demolished warehouses owned by the consumer's household for a number of generations. Design and structure innovator Omer Arbel, configured them to type a triangulated roof, which makes up one of the placing features of the home. The transient from the entrepreneur-proprietor was not solely to design a house that integrates antique wood beams, however one which erases the excellence between inside and exterior. Built on a gentle slope on a large rural acreage surrounded by two masses of previous-development forests, the indoors movement seamlessly to the outdoors and, from the within looking, one enjoys unobstructed views of the existing natural panorama which is preserved

First, there are typically extra rental transactions than gross sales transactions, to permit AV to be decided for each property primarily based on comparable properties. Second, movements in sale costs are more unstable than leases. Hence, utilizing rental transactions to derive the AV helps to maintain property tax more steady for property homeowners. If you're buying or trying to lease a property. It's tiring to call up individual property agent, organize appointments, coordinate timing and to go for particular person property viewing. What most individuals do is to have a property agent representing them who will arrange and coordinate the viewings for all the properties out there based mostly on your necessities & most well-liked timing. Rent Property District 12 Rent Property District thirteen

The Annual Worth of a property is mostly derived based mostly on the estimated annual hire that it may well fetch if it have been rented out. In determining the Annual Worth of a property, IRAS will think about the leases of similar properties within the vicinity, dimension and condition of the property, and different relevant components. The Annual Worth of a property is determined in the identical method regardless of whether the property is let-out, proprietor-occupied or vacant. The Annual Worth of land is determined at 5% of the market price of the land. When a constructing is demolished, the Annual Worth of the land is assessed by this method. Property Tax on Residential Properties Buyer Stamp Responsibility on Buy of Properties โ€“ Business and residential properties Rent House District 01

Within the event the Bank's valuation is decrease than the acquisition price, the purchaser has to pay the distinction between the purchase value and the Bank's valuation utilizing money. As such, the money required up-front might be increased so it's at all times essential to know the valuation of the property before making any offer. Appoint Lawyer The Bank will prepare for a proper valuation of the property by way of physical inspection The completion statement will present you the balance of the acquisition price that you must pay after deducting any deposit, pro-rated property tax and utility costs, upkeep prices, and different relevant expenses in addition to any fees payable to the agent and the lawyer. Stamp Responsibility Primarily based on the Purchase Price or Market Value, whichever is larger

To formulate the Eulerโ€“Cauchy stress principle, consider an imaginary surface S passing through an internal material point P dividing the continuous body into two segments, as seen in Figure 2.1a or 2.1b (one may use either the cutting plane diagram or the diagram with the arbitrary volume inside the continuum enclosed by the surface S).

Following the classical dynamics of Newton and Euler, the motion of a material body is produced by the action of externally applied forces which are assumed to be of two kinds: surface forces ๐… and body forces ๐›.[5] Thus, the total force โ„ฑ applied to a body or to a portion of the body can be expressed as:

โ„ฑ=๐›+๐…

Only surface forces will be discussed in this article as they are relevant to the Cauchy stress tensor.

When the body is subjected to external surface forces or contact forces ๐…, following Euler's equations of motion, internal contact forces and moments are transmitted from point to point in the body, and from one segment to the other through the dividing surface S, due to the mechanical contact of one portion of the continuum onto the other (Figure 2.1a and 2.1b). On an element of area ฮ”S containing P, with normal vector ๐ง, the force distribution is equipollent to a contact force ฮ”๐… and surface moment ฮ”๐Œ. In particular, the contact force is given by

ฮ”๐…=๐“(๐ง)ฮ”S

where ๐“(๐ง) is the mean surface traction.

Cauchyโ€™s stress principle asserts[6]Primarily based on the most recent URA personal property value index (PPPI) flash estimates, we know that the PPPI, which represents the overall real property price development, has dipped in 2013Q4. That is the first dip the market has seen within the final 2 years.

To give you some perspective, the entire number of personal properties in Singapore (together with govt condominiums) is 297,689 in 2013Q3. Primarily based on the projection that there will be 19,302 units accomplished in 2014, the rise in residential models works out to be more than 6%. With a lot New Ec Launch Singapore provide, buyers might be spoilt for alternative and this in flip will lead to their reluctance to pay a premium for potential models. The complete textual content of the Copyright Act (Cap sixty three) and different statutes regarding IPR might be found on the Singapore Statutes Online Website online The Group's income jumped forty.1 p.c to $324.5 million from $231.6 million in FY 2013, lifted by increased development income and sales of growth properties in Singapore and China. Actual Estate Shopping for

One factor we've on this nation is a big group of "economists," and "market analysts." What's interesting about this group of real property market-watchers is that there are two very other ways wherein they predict Boomers will affect housing markets over the subsequent decade. Let's check out those two opposites and see how every can change the best way real property investors strategy their markets. The good news is that actual property buyers are prepared for either state of affairs, and there's profit in being ready. I'm excited and searching ahead to the alternatives both or each of these conditions will supply; thank you Boomers! Mapletree to further broaden past Asia Why fortune will favour the brave in Asia's closing real property frontier

The story of the 23.2 home begins with a stack of Douglas fir beams salvaged from varied demolished warehouses owned by the consumer's household for a number of generations. Design and structure innovator Omer Arbel, configured them to type a triangulated roof, which makes up one of the placing features of the home. The transient from the entrepreneur-proprietor was not solely to design a house that integrates antique wood beams, however one which erases the excellence between inside and exterior. Built on a gentle slope on a large rural acreage surrounded by two masses of previous-development forests, the indoors movement seamlessly to the outdoors and, from the within looking, one enjoys unobstructed views of the existing natural panorama which is preserved

First, there are typically extra rental transactions than gross sales transactions, to permit AV to be decided for each property primarily based on comparable properties. Second, movements in sale costs are more unstable than leases. Hence, utilizing rental transactions to derive the AV helps to maintain property tax more steady for property homeowners. If you're buying or trying to lease a property. It's tiring to call up individual property agent, organize appointments, coordinate timing and to go for particular person property viewing. What most individuals do is to have a property agent representing them who will arrange and coordinate the viewings for all the properties out there based mostly on your necessities & most well-liked timing. Rent Property District 12 Rent Property District thirteen

The Annual Worth of a property is mostly derived based mostly on the estimated annual hire that it may well fetch if it have been rented out. In determining the Annual Worth of a property, IRAS will think about the leases of similar properties within the vicinity, dimension and condition of the property, and different relevant components. The Annual Worth of a property is determined in the identical method regardless of whether the property is let-out, proprietor-occupied or vacant. The Annual Worth of land is determined at 5% of the market price of the land. When a constructing is demolished, the Annual Worth of the land is assessed by this method. Property Tax on Residential Properties Buyer Stamp Responsibility on Buy of Properties โ€“ Business and residential properties Rent House District 01

Within the event the Bank's valuation is decrease than the acquisition price, the purchaser has to pay the distinction between the purchase value and the Bank's valuation utilizing money. As such, the money required up-front might be increased so it's at all times essential to know the valuation of the property before making any offer. Appoint Lawyer The Bank will prepare for a proper valuation of the property by way of physical inspection The completion statement will present you the balance of the acquisition price that you must pay after deducting any deposit, pro-rated property tax and utility costs, upkeep prices, and different relevant expenses in addition to any fees payable to the agent and the lawyer. Stamp Responsibility Primarily based on the Purchase Price or Market Value, whichever is larger that as ฮ”S becomes very small and tends to zero the ratio ฮ”๐…/ฮ”S becomes d๐…/dS and the couple stress vector ฮ”๐Œ vanishes. In specific fields of continuum mechanics the couple stress is assumed not to vanish; however, classical branches of continuum mechanics address non-polar materials which do not consider couple stresses and body moments.

The resultant vector d๐…/dS is defined as the surface traction,[7] also called stress vector,[8] traction,[4] or traction vector.[6] given by ๐“(๐ง)=Ti(๐ง)๐ži at the point P associated with a plane with a normal vector ๐ง:

Ti(๐ง)=limฮ”Sโ†’0ฮ”Fiฮ”S=dFidS.

This equation means that the stress vector depends on its location in the body and the orientation of the plane on which it is acting.

This implies that the balancing action of internal contact forces generates a contact force density or Cauchy traction field [5] ๐“(๐ง,๐ฑ,t) that represents a distribution of internal contact forces throughout the volume of the body in a particular configuration of the body at a given time t. It is not a vector field because it depends not only on the position ๐ฑ of a particular material point, but also on the local orientation of the surface element as defined by its normal vector ๐ง.[9]

Depending on the orientation of the plane under consideration, the stress vector may not necessarily be perpendicular to that plane, i.e. parallel to ๐ง, and can be resolved into two components (Figure 2.1c):

  • one normal to the plane, called normal stress
๐ˆ๐ง=limฮ”Sโ†’0ฮ”Fnฮ”S=dFndS,
where dFn is the normal component of the force d๐… to the differential area dS
  • and the other parallel to this plane, called the shear stress
๐‰=limฮ”Sโ†’0ฮ”Fsฮ”S=dFsdS,
where dFs is the tangential component of the force d๐… to the differential surface area dS. The shear stress can be further decomposed into two mutually perpendicular vectors.

Cauchyโ€™s postulate

According to the Cauchy Postulate, the stress vector ๐“(๐ง) remains unchanged for all surfaces passing through the point P and having the same normal vector ๐ง at P,[7][10] i.e., having a common tangent at P. This means that the stress vector is a function of the normal vector ๐ง only, and is not influenced by the curvature of the internal surfaces.

Cauchyโ€™s fundamental lemma

A consequence of Cauchyโ€™s postulate is Cauchyโ€™s Fundamental Lemma,[7][1][11] also called the Cauchy reciprocal theorem,[12]Primarily based on the most recent URA personal property value index (PPPI) flash estimates, we know that the PPPI, which represents the overall real property price development, has dipped in 2013Q4. That is the first dip the market has seen within the final 2 years.

To give you some perspective, the entire number of personal properties in Singapore (together with govt condominiums) is 297,689 in 2013Q3. Primarily based on the projection that there will be 19,302 units accomplished in 2014, the rise in residential models works out to be more than 6%. With a lot New Ec Launch Singapore provide, buyers might be spoilt for alternative and this in flip will lead to their reluctance to pay a premium for potential models. The complete textual content of the Copyright Act (Cap sixty three) and different statutes regarding IPR might be found on the Singapore Statutes Online Website online The Group's income jumped forty.1 p.c to $324.5 million from $231.6 million in FY 2013, lifted by increased development income and sales of growth properties in Singapore and China. Actual Estate Shopping for

One factor we've on this nation is a big group of "economists," and "market analysts." What's interesting about this group of real property market-watchers is that there are two very other ways wherein they predict Boomers will affect housing markets over the subsequent decade. Let's check out those two opposites and see how every can change the best way real property investors strategy their markets. The good news is that actual property buyers are prepared for either state of affairs, and there's profit in being ready. I'm excited and searching ahead to the alternatives both or each of these conditions will supply; thank you Boomers! Mapletree to further broaden past Asia Why fortune will favour the brave in Asia's closing real property frontier

The story of the 23.2 home begins with a stack of Douglas fir beams salvaged from varied demolished warehouses owned by the consumer's household for a number of generations. Design and structure innovator Omer Arbel, configured them to type a triangulated roof, which makes up one of the placing features of the home. The transient from the entrepreneur-proprietor was not solely to design a house that integrates antique wood beams, however one which erases the excellence between inside and exterior. Built on a gentle slope on a large rural acreage surrounded by two masses of previous-development forests, the indoors movement seamlessly to the outdoors and, from the within looking, one enjoys unobstructed views of the existing natural panorama which is preserved

First, there are typically extra rental transactions than gross sales transactions, to permit AV to be decided for each property primarily based on comparable properties. Second, movements in sale costs are more unstable than leases. Hence, utilizing rental transactions to derive the AV helps to maintain property tax more steady for property homeowners. If you're buying or trying to lease a property. It's tiring to call up individual property agent, organize appointments, coordinate timing and to go for particular person property viewing. What most individuals do is to have a property agent representing them who will arrange and coordinate the viewings for all the properties out there based mostly on your necessities & most well-liked timing. Rent Property District 12 Rent Property District thirteen

The Annual Worth of a property is mostly derived based mostly on the estimated annual hire that it may well fetch if it have been rented out. In determining the Annual Worth of a property, IRAS will think about the leases of similar properties within the vicinity, dimension and condition of the property, and different relevant components. The Annual Worth of a property is determined in the identical method regardless of whether the property is let-out, proprietor-occupied or vacant. The Annual Worth of land is determined at 5% of the market price of the land. When a constructing is demolished, the Annual Worth of the land is assessed by this method. Property Tax on Residential Properties Buyer Stamp Responsibility on Buy of Properties โ€“ Business and residential properties Rent House District 01

Within the event the Bank's valuation is decrease than the acquisition price, the purchaser has to pay the distinction between the purchase value and the Bank's valuation utilizing money. As such, the money required up-front might be increased so it's at all times essential to know the valuation of the property before making any offer. Appoint Lawyer The Bank will prepare for a proper valuation of the property by way of physical inspection The completion statement will present you the balance of the acquisition price that you must pay after deducting any deposit, pro-rated property tax and utility costs, upkeep prices, and different relevant expenses in addition to any fees payable to the agent and the lawyer. Stamp Responsibility Primarily based on the Purchase Price or Market Value, whichever is larger which states that the stress vectors acting on opposite sides of the same surface are equal in magnitude and opposite in direction. Cauchyโ€™s fundamental lemma is equivalent to Newton's third law of motion of action and reaction, and is expressed as

โˆ’๐“(๐ง)=๐“(โˆ’๐ง).

Cauchyโ€™s stress theoremโ€”stress tensor

The state of stress at a point in the body is then defined by all the stress vectors T(n) associated with all planes (infinite in number) that pass through that point.[13] However, according to Cauchyโ€™s fundamental theorem,[11] also called Cauchyโ€™s stress theorem,[1] merely by knowing the stress vectors on three mutually perpendicular planes, the stress vector on any other plane passing through that point can be found through coordinate transformation equations.

Cauchyโ€™s stress theorem states that there exists a second-order tensor field ฯƒ(x, t), called the Cauchy stress tensor, independent of n, such that T is a linear function of n:

๐“(๐ง)=๐งโ‹…๐ˆorTj(n)=ฯƒijni.

This equation implies that the stress vector T(n) at any point P in a continuum associated with a plane with normal unit vector n can be expressed as a function of the stress vectors on the planes perpendicular to the coordinate axes, i.e. in terms of the components ฯƒij of the stress tensor ฯƒ.

To prove this expression, consider a tetrahedron with three faces oriented in the coordinate planes, and with an infinitesimal area dA oriented in an arbitrary direction specified by a normal unit vector n (Figure 2.2). The tetrahedron is formed by slicing the infinitesimal element along an arbitrary plane n. The stress vector on this plane is denoted by T(n). The stress vectors acting on the faces of the tetrahedron are denoted as T(e1), T(e2), and T(e3), and are by definition the components ฯƒij of the stress tensor ฯƒ. This tetrahedron is sometimes called the Cauchy tetrahedron. The equilibrium of forces, i.e. Eulerโ€™s first law of motion (Newtonโ€™s second law of motion), gives:

๐“(๐ง)dAโˆ’๐“(๐ž1)dA1โˆ’๐“(๐ž2)dA2โˆ’๐“(๐ž3)dA3=ฯ(h3dA)๐š,
Figure 2.2. Stress vector acting on a plane with normal unit vector n.
A note on the sign convention: The tetrahedron is formed by slicing a parallelepiped along an arbitrary plane n. So, the force acting on the plane n is the reaction exerted by the other half of the parallelepiped and has an opposite sign.

where the right-hand-side represents the product of the mass enclosed by the tetrahedron and its acceleration: ρ is the density, a is the acceleration, and h is the height of the tetrahedron, considering the plane n as the base. The area of the faces of the tetrahedron perpendicular to the axes can be found by projecting dA into each face (using the dot product):

dA1=(๐งโ‹…๐ž1)dA=n1dA,
dA2=(๐งโ‹…๐ž2)dA=n2dA,
dA3=(๐งโ‹…๐ž3)dA=n3dA,

and then substituting into the equation to cancel out dA:

๐“(๐ง)โˆ’๐“(๐ž1)n1โˆ’๐“(๐ž2)n2โˆ’๐“(๐ž3)n3=ฯ(h3)๐š.

To consider the limiting case as the tetrahedron shrinks to a point, h must go to 0 (intuitively, the plane n is translated along n toward O). As a result, the right-hand-side of the equation approaches 0, so

๐“(๐ง)=๐“(๐ž1)n1+๐“(๐ž2)n2+๐“(๐ž3)n3.

Assuming a material element (Figure 2.3) with planes perpendicular to the coordinate axes of a Cartesian coordinate system, the stress vectors associated with each of the element planes, i.e. T(e1), T(e2), and T(e3) can be decomposed into a normal component and two shear components, i.e. components in the direction of the three coordinate axes. For the particular case of a surface with normal unit vector oriented in the direction of the x1-axis, denote the normal stress by ฯƒ11, and the two shear stresses as ฯƒ12 and ฯƒ13:

๐“(๐ž1)=T1(๐ž1)๐ž1+T2(๐ž1)๐ž2+T3(๐ž1)๐ž3=ฯƒ11๐ž1+ฯƒ12๐ž2+ฯƒ13๐ž3,
๐“(๐ž2)=T1(๐ž2)๐ž1+T2(๐ž2)๐ž2+T3(๐ž2)๐ž3=ฯƒ21๐ž1+ฯƒ22๐ž2+ฯƒ23๐ž3,
๐“(๐ž3)=T1(๐ž3)๐ž1+T2(๐ž3)๐ž2+T3(๐ž3)๐ž3=ฯƒ31๐ž1+ฯƒ32๐ž2+ฯƒ33๐ž3,

In index notation this is

๐“(๐ži)=Tj(๐ži)๐žj=ฯƒij๐žj.

The nine components σij of the stress vectors are the components of a second-order Cartesian tensor called the Cauchy stress tensor, which completely defines the state of stress at a point and is given by

๐ˆ=ฯƒij=[๐“(๐ž1)๐“(๐ž2)๐“(๐ž3)]=[ฯƒ11ฯƒ12ฯƒ13ฯƒ21ฯƒ22ฯƒ23ฯƒ31ฯƒ32ฯƒ33]โ‰ก[ฯƒxxฯƒxyฯƒxzฯƒyxฯƒyyฯƒyzฯƒzxฯƒzyฯƒzz]โ‰ก[ฯƒxฯ„xyฯ„xzฯ„yxฯƒyฯ„yzฯ„zxฯ„zyฯƒz],

where σ11, σ22, and σ33 are normal stresses, and σ12, σ13, σ21, σ23, σ31, and σ32 are shear stresses. The first index i indicates that the stress acts on a plane normal to the xi-axis, and the second index j denotes the direction in which the stress acts. A stress component is positive if it acts in the positive direction of the coordinate axes, and if the plane where it acts has an outward normal vector pointing in the positive coordinate direction.

Thus, using the components of the stress tensor

๐“(๐ง)=๐“(๐ž1)n1+๐“(๐ž2)n2+๐“(๐ž3)n3=โˆ‘i=13๐“(๐ži)ni=(ฯƒij๐žj)ni=ฯƒijni๐žj

or, equivalently,

Tj(๐ง)=ฯƒijni.

Alternatively, in matrix form we have

[T1(๐ง)T2(๐ง)T3(๐ง)]=[n1n2n3]โ‹…[ฯƒ11ฯƒ12ฯƒ13ฯƒ21ฯƒ22ฯƒ23ฯƒ31ฯƒ32ฯƒ33].

The Voigt notation representation of the Cauchy stress tensor takes advantage of the symmetry of the stress tensor to express the stress as a six-dimensional vector of the form:

๐ˆ=[ฯƒ1ฯƒ2ฯƒ3ฯƒ4ฯƒ5ฯƒ6]Tโ‰ก[ฯƒ11ฯƒ22ฯƒ33ฯƒ23ฯƒ31ฯƒ12]T.

The Voigt notation is used extensively in representing stress-strain relations in solid mechanics and for computational efficiency in numerical structural mechanics software.

Transformation rule of the stress tensor

It can be shown that the stress tensor is a contravariant second order tensor, which is a statement of how it transforms under a change of the coordinate system. From an xi-system to an xi' -system, the components ฯƒij in the initial system are transformed into the components ฯƒij' in the new system according to the tensor transformation rule (Figure 2.4):

ฯƒ'ij=aimajnฯƒmnor๐ˆ=๐€๐ˆ๐€T,

where A is a rotation matrix with components aij. In matrix form this is

[ฯƒ'11ฯƒ'12ฯƒ'13ฯƒ'21ฯƒ'22ฯƒ'23ฯƒ'31ฯƒ'32ฯƒ'33]=[a11a12a13a21a22a23a31a32a33][ฯƒ11ฯƒ12ฯƒ13ฯƒ21ฯƒ22ฯƒ23ฯƒ31ฯƒ32ฯƒ33][a11a21a31a12a22a32a13a23a33].
Figure 2.4 Transformation of the stress tensor

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Expanding the matrix operation, and simplifying terms using the symmetry of the stress tensor, gives

ฯƒ11=a112ฯƒ11+a122ฯƒ22+a132ฯƒ33+2a11a12ฯƒ12+2a11a13ฯƒ13+2a12a13ฯƒ23,
ฯƒ22=a212ฯƒ11+a222ฯƒ22+a232ฯƒ33+2a21a22ฯƒ12+2a21a23ฯƒ13+2a22a23ฯƒ23,
ฯƒ33=a312ฯƒ11+a322ฯƒ22+a332ฯƒ33+2a31a32ฯƒ12+2a31a33ฯƒ13+2a32a33ฯƒ23,
ฯƒ12=a11a21ฯƒ11+a12a22ฯƒ22+a13a23ฯƒ33+(a11a22+a12a21)ฯƒ12+(a12a23+a13a22)ฯƒ23+(a11a23+a13a21)ฯƒ13,
ฯƒ23=a21a31ฯƒ11+a22a32ฯƒ22+a23a33ฯƒ33+(a21a32+a22a31)ฯƒ12+(a22a33+a23a32)ฯƒ23+(a21a33+a23a31)ฯƒ13,
ฯƒ13=a11a31ฯƒ11+a12a32ฯƒ22+a13a33ฯƒ33+(a11a32+a12a31)ฯƒ12+(a12a33+a13a32)ฯƒ23+(a11a33+a13a31)ฯƒ13.

The Mohr circle for stress is a graphical representation of this transformation of stresses.

Normal and shear stresses

The magnitude of the normal stress component σn of any stress vector T(n) acting on an arbitrary plane with normal unit vector n at a given point, in terms of the components σij of the stress tensor ฯƒ, is the dot product of the stress vector and the normal unit vector:

ฯƒn=๐“(๐ง)โ‹…๐ง=Ti(๐ง)ni=ฯƒijninj.

The magnitude of the shear stress component τn, acting in the plane spanned by the two vectors T(n) and n, can then be found using the Pythagorean theorem:

ฯ„n=(T(๐ง))2โˆ’ฯƒn2=Ti(๐ง)Ti(๐ง)โˆ’ฯƒn2,

where

(T(๐ง))2=Ti(๐ง)Ti(๐ง)=(ฯƒijnj)(ฯƒiknk)=ฯƒijฯƒiknjnk.

Balance laws - Cauchy's equations of motion

Figure 4. Continuum body in equilibrium

Cauchy's first law of motion

According to the principle of conservation of linear momentum, if the continuum body is in static equilibrium it can be demonstrated that the components of the Cauchy stress tensor in every material point in the body satisfy the equilibrium equations.

ฯƒji,j+Fi=0

For example, for a hydrostatic fluid in equilibrium conditions, the stress tensor takes on the form:

ฯƒij=โˆ’pฮดij ,

where p is the hydrostatic pressure, and ฮดij  is the kronecker delta.

Cauchy's second law of motion

According to the principle of conservation of angular momentum, equilibrium requires that the summation of moments with respect to an arbitrary point is zero, which leads to the conclusion that the stress tensor is symmetric, thus having only six independent stress components, instead of the original nine:

ฯƒij=ฯƒji

However, in the presence of couple-stresses, i.e. moments per unit volume, the stress tensor is non-symmetric. This also is the case when the Knudsen number is close to one, Knโ†’1, or the continuum is a non-Newtonian fluid, which can lead to rotationally non-invariant fluids, such as polymers.

Principal stresses and stress invariants

At every point in a stressed body there are at least three planes, called principal planes, with normal vectors ๐ง, called principal directions, where the corresponding stress vector is perpendicular to the plane, i.e., parallel or in the same direction as the normal vector ๐ง, and where there are no normal shear stresses ฯ„n. The three stresses normal to these principal planes are called principal stresses.

The components ฯƒij of the stress tensor depend on the orientation of the coordinate system at the point under consideration. However, the stress tensor itself is a physical quantity and as such, it is independent of the coordinate system chosen to represent it. There are certain invariants associated with every tensor which are also independent of the coordinate system. For example, a vector is a simple tensor of rank one. In three dimensions, it has three components. The value of these components will depend on the coordinate system chosen to represent the vector, but the magnitude of the vector is a physical quantity (a scalar) and is independent of the Cartesian coordinate system chosen to represent the vector. Similarly, every second rank tensor (such as the stress and the strain tensors) has three independent invariant quantities associated with it. One set of such invariants are the principal stresses of the stress tensor, which are just the eigenvalues of the stress tensor. Their direction vectors are the principal directions or eigenvectors.

A stress vector parallel to the normal unit vector ๐ง is given by:

๐“(๐ง)=ฮป๐ง=๐ˆn๐ง

where ฮป is a constant of proportionality, and in this particular case corresponds to the magnitudes ฯƒn of the normal stress vectors or principal stresses.

Knowing that Ti(n)=ฯƒijnj and ni=ฮดijnj, we have

Ti(n)=ฮปniฯƒijnj=ฮปniฯƒijnjโˆ’ฮปni=0(ฯƒijโˆ’ฮปฮดij)nj=0

This is a homogeneous system, i.e. equal to zero, of three linear equations where nj are the unknowns. To obtain a nontrivial (non-zero) solution for nj, the determinant matrix of the coefficients must be equal to zero, i.e. the system is singular. Thus,

|ฯƒijโˆ’ฮปฮดij|=|ฯƒ11โˆ’ฮปฯƒ12ฯƒ13ฯƒ21ฯƒ22โˆ’ฮปฯƒ23ฯƒ31ฯƒ32ฯƒ33โˆ’ฮป|=0

Expanding the determinant leads to the characteristic equation

|ฯƒijโˆ’ฮปฮดij|=โˆ’ฮป3+I1ฮป2โˆ’I2ฮป+I3=0

where

I1=ฯƒ11+ฯƒ22+ฯƒ33=ฯƒkkI2=|ฯƒ22ฯƒ23ฯƒ32ฯƒ33|+|ฯƒ11ฯƒ13ฯƒ31ฯƒ33|+|ฯƒ11ฯƒ12ฯƒ21ฯƒ22|=ฯƒ11ฯƒ22+ฯƒ22ฯƒ33+ฯƒ11ฯƒ33โˆ’ฯƒ122โˆ’ฯƒ232โˆ’ฯƒ312=12(ฯƒiiฯƒjjโˆ’ฯƒijฯƒji)I3=det(ฯƒij)=ฯƒ11ฯƒ22ฯƒ33+2ฯƒ12ฯƒ23ฯƒ31โˆ’ฯƒ122ฯƒ33โˆ’ฯƒ232ฯƒ11โˆ’ฯƒ312ฯƒ22

The characteristic equation has three real roots ฮปi, i.e. not imaginary due to the symmetry of the stress tensor. The ฯƒ1=max(ฮป1,ฮป2,ฮป3), ฯƒ3=min(ฮป1,ฮป2,ฮป3) and ฯƒ2=I1โˆ’ฯƒ1โˆ’ฯƒ3, are the principal stresses, functions of the eigenvalues ฮปi. The eigenvalues are the roots of the Cayleyโ€“Hamilton theorem. The principal stresses are unique for a given stress tensor. Therefore, from the characteristic equation, the coefficients I1, I2 and I3, called the first, second, and third stress invariants, respectively, have always the same value regardless of the coordinate system's orientation.

For each eigenvalue, there is a non-trivial solution for nj in the equation (ฯƒijโˆ’ฮปฮดij)nj=0. These solutions are the principal directions or eigenvectors defining the plane where the principal stresses act. The principal stresses and principal directions characterize the stress at a point and are independent of the orientation.

A coordinate system with axes oriented to the principal directions implies that the normal stresses are the principal stresses and the stress tensor is represented by a diagonal matrix:

ฯƒij=[ฯƒ1000ฯƒ2000ฯƒ3]

The principal stresses can be combined to form the stress invariants, I1, I2, and I3. The first and third invariant are the trace and determinant respectively, of the stress tensor. Thus,

I1=ฯƒ1+ฯƒ2+ฯƒ3I2=ฯƒ1ฯƒ2+ฯƒ2ฯƒ3+ฯƒ3ฯƒ1I3=ฯƒ1ฯƒ2ฯƒ3

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ฯƒ1,ฯƒ2=ฯƒx+ฯƒy2ยฑ(ฯƒxโˆ’ฯƒy2)2+ฯ„xy2

Using just the part of the equation under the square root is equal to the maximum and minimum shear stress for plus and minus. This is shown as:

ฯ„max,ฯ„min=ยฑ(ฯƒxโˆ’ฯƒy2)2+ฯ„xy2

Maximum and minimum shear stresses

The maximum shear stress or maximum principal shear stress is equal to one-half the difference between the largest and smallest principal stresses, and acts on the plane that bisects the angle between the directions of the largest and smallest principal stresses, i.e. the plane of the maximum shear stress is oriented 45โˆ˜ from the principal stress planes. The maximum shear stress is expressed as

ฯ„max=12|ฯƒmaxโˆ’ฯƒmin|

Assuming ฯƒ1โ‰ฅฯƒ2โ‰ฅฯƒ3 then

ฯ„max=12|ฯƒ1โˆ’ฯƒ3|

When the stress tensor is non zero the normal stress component acting on the plane for the maximum shear stress is non-zero and it is equal to

ฯƒn=12(ฯƒ1+ฯƒ3)

Stress deviator tensor

The stress tensor ฯƒij can be expressed as the sum of two other stress tensors:

  1. a mean hydrostatic stress tensor or volumetric stress tensor or mean normal stress tensor, ฯ€ฮดij, which tends to change the volume of the stressed body; and
  2. a deviatoric component called the stress deviator tensor, sij, which tends to distort it.

So:

ฯƒij=sij+ฯ€ฮดij,

where ฯ€ is the mean stress given by

ฯ€=ฯƒkk3=ฯƒ11+ฯƒ22+ฯƒ333=13I1.

Pressure (p) is generally defined as negative one-third the trace of the stress tensor minus any stress the divergence of the velocity contributes with, i.e.

p=โˆ‡โ‹…uโ†’โˆ’ฯ€=ฮปโˆ‚ukโˆ‚xkโˆ’ฯ€=โˆ‘kฮปโˆ‚ukโˆ‚xkโˆ’ฯ€,

where ฮป is a proportionality constant, โˆ‡ is the divergence operator, xk is the k:th Cartesian coordinate, uโ†’ is the velocity and uk is the k:th Cartesian component of uโ†’.

The deviatoric stress tensor can be obtained by subtracting the hydrostatic stress tensor from the Cauchy stress tensor:

 sij=ฯƒijโˆ’ฯƒkk3ฮดij,[s11s12s13s21s22s23s31s32s33]=[ฯƒ11ฯƒ12ฯƒ13ฯƒ21ฯƒ22ฯƒ23ฯƒ31ฯƒ32ฯƒ33]โˆ’[ฯ€000ฯ€000ฯ€]=[ฯƒ11โˆ’ฯ€ฯƒ12ฯƒ13ฯƒ21ฯƒ22โˆ’ฯ€ฯƒ23ฯƒ31ฯƒ32ฯƒ33โˆ’ฯ€].

Invariants of the stress deviator tensor

As it is a second order tensor, the stress deviator tensor also has a set of invariants, which can be obtained using the same procedure used to calculate the invariants of the stress tensor. It can be shown that the principal directions of the stress deviator tensor sij are the same as the principal directions of the stress tensor ฯƒij. Thus, the characteristic equation is

|sijโˆ’ฮปฮดij|=ฮป3โˆ’J1ฮป2โˆ’J2ฮปโˆ’J3=0,

where J1, J2 and J3 are the first, second, and third deviatoric stress invariants, respectively. Their values are the same (invariant) regardless of the orientation of the coordinate system chosen. These deviatoric stress invariants can be expressed as a function of the components of sij or its principal values s1, s2, and s3, or alternatively, as a function of ฯƒij or its principal values ฯƒ1, ฯƒ2, and ฯƒ3 . Thus,

J1=skk=0,J2=12sijsji=12(s12+s22+s32)=16[(ฯƒ11โˆ’ฯƒ22)2+(ฯƒ22โˆ’ฯƒ33)2+(ฯƒ33โˆ’ฯƒ11)2]+ฯƒ122+ฯƒ232+ฯƒ312=16[(ฯƒ1โˆ’ฯƒ2)2+(ฯƒ2โˆ’ฯƒ3)2+(ฯƒ3โˆ’ฯƒ1)2]=13I12โˆ’I2,J3=det(sij)=13sijsjkski=s1s2s3=227I13โˆ’13I1I2+I3.

Because skk=0, the stress deviator tensor is in a state of pure shear.

A quantity called the equivalent stress or von Mises stress is commonly used in solid mechanics. The equivalent stress is defined as

ฯƒe=3J2=12[(ฯƒ1โˆ’ฯƒ2)2+(ฯƒ2โˆ’ฯƒ3)2+(ฯƒ3โˆ’ฯƒ1)2].

Octahedral stresses

Figure 6. Octahedral stress planes

Considering the principal directions as the coordinate axes, a plane whose normal vector makes equal angles with each of the principal axes (i.e. having direction cosines equal to |1/3|) is called an octahedral plane. There are a total of eight octahedral planes (Figure 6). The normal and shear components of the stress tensor on these planes are called octahedral normal stress ฯƒoct and octahedral shear stress ฯ„oct, respectively.

Knowing that the stress tensor of point O (Figure 6) in the principal axes is

ฯƒij=[ฯƒ1000ฯƒ2000ฯƒ3]

the stress vector on an octahedral plane is then given by:

๐“oct(๐ง)=ฯƒijni๐žj=ฯƒ1n1๐ž1+ฯƒ2n2๐ž2+ฯƒ3n3๐ž3=13(ฯƒ1๐ž1+ฯƒ2๐ž2+ฯƒ3๐ž3)

The normal component of the stress vector at point O associated with the octahedral plane is

ฯƒoct=Ti(n)ni=ฯƒijninj=ฯƒ1n1n1+ฯƒ2n2n2+ฯƒ3n3n3=13(ฯƒ1+ฯƒ2+ฯƒ3)=13I1

which is the mean normal stress or hydrostatic stress. This value is the same in all eight octahedral planes. The shear stress on the octahedral plane is then

ฯ„oct=Ti(n)Ti(n)โˆ’ฯƒn2=[13(ฯƒ12+ฯƒ22+ฯƒ32)โˆ’19(ฯƒ1+ฯƒ2+ฯƒ3)2]1/2=13[(ฯƒ1โˆ’ฯƒ2)2+(ฯƒ2โˆ’ฯƒ3)2+(ฯƒ3โˆ’ฯƒ1)2]1/2=132I12โˆ’6I2=23J2

References

  1. โ†‘ 1.0 1.1 1.2 Fridtjov Irgens (2008), "Continuum Mechanics". Springer. ISBN 3-540-74297-2
  2. โ†‘ Template:Harvnb
  3. โ†‘ Peter Chadwick (1999), "Continuum Mechanics: Concise Theory and Problems". Dover Publications, series "Books on Physics". ISBN 0-486-40180-4. pages
  4. โ†‘ 4.0 4.1 Yuan-cheng Fung and Pin Tong (2001) "Classical and Computational Solid Mechanics". World Scientific. ISBN 981-02-4124-0
  5. โ†‘ 5.0 5.1 Smith & Truesdell p.97
  6. โ†‘ 6.0 6.1 G. Thomas Mase and George E. Mase (1999), "Continuum Mechanics for Engineers" (2nd edition). CRC Press. ISBN 0-8493-1855-6
  7. โ†‘ 7.0 7.1 7.2 I-Shih Liu (2002), "Continuum Mechanics". Springer ISBN 3-540-43019-9
  8. โ†‘ 8.0 8.1 Han-Chin Wu (2005), "Continuum Mechanics and Plasticity". CRC Press. ISBN 1-58488-363-4
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  11. โ†‘ 11.0 11.1 11.2 Teodor M. Atanackovic and Ardรฉshir Guran (2000), "Theory of Elasticity for Scientists and Engineers". Springer. ISBN 0-8176-4072-X
  12. โ†‘ Keith D. Hjelmstad (2005), "Fundamentals of Structural Mechanics" (2nd edition). Prentice-Hall. ISBN 0-387-23330-X
  13. โ†‘ 13.0 13.1 Wai-Fah Chen and Da-Jian Han (2007), "Plasticity for Structural Engineers". J. Ross Publishing ISBN 1-932159-75-4
  14. โ†‘ Bernard Hamrock (2005), "Fundamentals of Machine Elements". McGrawโ€“Hill. ISBN 0-07-297682-9
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  16. โ†‘ John Conrad Jaeger, N. G. W. Cook, and R. W. Zimmerman (2007), "Fundamentals of Rock Mechanics" (4th edition). Wiley-Blackwell. ISBN 0-632-05759-9
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