Strains and change in temperature

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SUMMARY

The discussion centers on the strains in a beam subjected to temperature changes, specifically addressing the relationship ε=αΔΤ for isotropic materials. It is established that for a statically indeterminate beam supported at both ends, the longitudinal strain εxx equals zero, while the transverse strains εyy and εzz can be expressed as αΔΤ - σxxν/E, according to Hooke's Law. Additionally, it is confirmed that a circle drawn on the beam will deform into an ellipse due to these strains.

PREREQUISITES
  • Understanding of thermal strain and the coefficient of thermal expansion (α)
  • Familiarity with Hooke's Law and its application in material deformation
  • Knowledge of isotropic materials and their behavior under stress
  • Basic concepts of statically indeterminate structures
NEXT STEPS
  • Research the effects of temperature changes on different materials, focusing on thermal expansion coefficients
  • Study the principles of statically indeterminate beams and their analysis techniques
  • Learn about the derivation and application of Hooke's Law in multi-dimensional stress scenarios
  • Explore the geometric implications of deformation in materials, particularly the transformation of shapes under strain
USEFUL FOR

Mechanical engineers, structural analysts, and materials scientists interested in understanding thermal effects on beam deformation and strain analysis.

Dell
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i know that the strains in a beam with no external forces on it, under a change in temperature will be

ε=αΔΤ

that i know is true for the strain on the axis of the length of the beam, but what about the height and width, if the length axis is x, what will the strains on the y and z axes be? are they 0?? common sense tells me that is the material is isotropic it must act the same in all directions therefore εxx=εyy=εzz=αΔΤ (presuming there is nothing limiting these changes in dimentions)

for the more specific case of a statically indetermined beam which is supported at both ends and cannot change its length, i know that now εxx=0 but what about yy and zz? are they now αΔΤ - σxxν/E? (according to hookes law)

if i draw a circle on a beam like this, where will it move to after deformation? on the x-axis will it stay the same point, and the y and z axis will it move or will it just get bigger (and become an ellipsoid)
 
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Dell said:
i know that the strains in a beam with no external forces on it, under a change in temperature will be

ε=αΔΤ

that i know is true for the strain on the axis of the length of the beam, but what about the height and width, if the length axis is x, what will the strains on the y and z axes be? are they 0?? common sense tells me that is the material is isotropic it must act the same in all directions therefore εxx=εyy=εzz=αΔΤ (presuming there is nothing limiting these changes in dimentions)

Agreed.

Dell said:
for the more specific case of a statically indetermined beam which is supported at both ends and cannot change its length, i know that now εxx=0 but what about yy and zz? are they now αΔΤ - σxxν/E? (according to hookes law)

Yes, exactly.

Dell said:
if i draw a circle on a beam like this, where will it move to after deformation? on the x-axis will it stay the same point, and the y and z axis will it move or will it just get bigger (and become an ellipsoid)

Yes, it will become an ellipse.
 

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