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Generalized Hooke's Law01:22

Generalized Hooke's Law

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The generalized Hooke's Law is a broadened version of Hooke's Law, which extends to all types of stress and in every direction. Consider an isotropic material shaped into a cube subjected to multiaxial loading. In this scenario, normal stresses are exerted along the three coordinate axes. As a result of these stresses, the cubic shape deforms into a rectangular parallelepiped. Despite this deformation, the new shape maintains equal sides, and there is a normal strain in the direction of the...
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Thermal Stress01:09

Thermal Stress

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If the temperature of an object is changed while it is prevented from expanding or contracting, the object is subjected to stress. The stress is compressive if the object expands in the absence of constraint and tensile if it contracts. This stress resulting from temperature change is known as thermal stress. It can be quite large and can cause damage. To avoid this stress, engineers may design components so they can expand and contract freely. For instance, on highways, gaps are deliberately...
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Thermal Strain01:19

Thermal Strain

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Thermal strain is a concept that arises when we consider how temperature changes affect structures. Unlike the conventional assumption that structures remain constant under load, real-world scenarios often involve temperature fluctuations that can significantly impact these structures. Consider a homogeneous rod with a uniform cross-section resting freely on a flat horizontal surface. If the rod's temperature increases, the rod elongates. This elongation is proportional to the temperature...
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Thermal expansion and Thermal stress: Problem Solving01:27

Thermal expansion and Thermal stress: Problem Solving

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San Francisco's Golden Gate Bridge is exposed to temperatures ranging from -15 °C to 40 °C. At its coldest, the main span of the bridge is 1275 m long. Assuming that the bridge is made entirely of steel, what is the change in its length between these temperatures?
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in...
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Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity01:15

Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity

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Deformation occurs in axial and transverse directions when an axial load is applied to a slender bar. This deformation impacts the cubic element within the bar, transforming it into either a rectangular parallelepiped or a rhombus, contingent on its orientation. This transformation process induces shearing strain. Axial loading elicits both shearing and normal strains. Applying an axial load instigates equal normal and shearing stresses on elements oriented at a 45° angle to the load axis.
318
Mechanisms of Heat Transfer II01:20

Mechanisms of Heat Transfer II

3.4K
In convection, thermal energy is carried by the large-scale flow of matter. Ocean currents and large-scale atmospheric circulation, which result from the buoyancy of warm air and water, transfer hot air from the tropics toward the poles and cold air from the poles toward the tropics. The Earth’s rotation interacts with those flows, causing the observed eastward flow of air in the temperate zones. Convection dominates heat transfer by air, and the amount of available space for the airflow...
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Updated: Aug 28, 2025

Author Spotlight: Computing the Effects of a Local Radiofrequency Hyperthermia Intervention on Tumor Biomechanics
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Author Spotlight: Computing the Effects of a Local Radiofrequency Hyperthermia Intervention on Tumor Biomechanics

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On a two-dimensional model of generalized thermoelasticity with application.

Ethar A A Ahmed1, A R El-Dhaba2, M S Abou-Dina3

  • 1School of Engineering and Applied Sciences, Nile University, Giza, 12588, Egypt. ethar_ahmed54@yahoo.com.

Scientific Reports
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Summary

This study presents a 2D linear system for plane strain thermoelasticity using extended thermodynamics. It demonstrates a symmetric hyperbolic formulation, ensuring well-posedness and finite heat wave propagation, with numerical validation.

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Area of Science:

  • Continuum Mechanics
  • Thermodynamics
  • Partial Differential Equations

Background:

  • Classical thermoelasticity models often assume infinite heat propagation speeds.
  • Extended thermodynamics offers a framework to incorporate finite heat propagation.
  • The Cauchy problem's well-posedness is crucial for physical system analysis.

Purpose of the Study:

  • To present and analyze a 2D linear system for plane strain thermoelasticity within extended thermodynamics.
  • To reformulate the system into a symmetric t-hyperbolic form.
  • To investigate the wave propagation characteristics and well-posedness.

Main Methods:

  • Formulation of a 2D first-order linear partial differential equation system.
  • Replacement of displacements with velocities and inclusion of the Cattaneo equation for heat flux.
  • Derivation of an energy integral and analysis of system characteristics.

Main Results:

  • The system is shown to be symmetric t-hyperbolic under specific conditions, ensuring finite heat wave speed.
  • The derived energy integral aids in proving solution uniqueness.
  • Numerical application on a finite slab confirms the wave propagation nature of solutions.

Conclusions:

  • The developed model provides a well-posed mathematical framework for thermoelasticity with finite heat propagation.
  • The symmetric hyperbolic nature guarantees stable solutions for transient heat transfer problems.
  • Numerical results validate the theoretical findings, highlighting wave phenomena.