泊松比、弹性模量和刚性模量之间的关系

When an axial load is applied, the cubic element undergoes deformation in both axial and transverse directions. Depending on its orientation, the cube transforms into either a rectangular parallelepiped or a rhombus, inducing shearing strain. This combined deformation results in both normal and shearing strains within the element.

At a 45-degree angle to the load axis, elements experience equal normal and shearing stresses simultaneously. This orientation produces the maximum shearing strain, as the element's geometry is optimally positioned to develop both stress components. The diagonal plane intersection creates a prismatic element that exhibits this peak shearing effect.

The relationship is determined by applying the mathematical formula for the tangent of the difference between two angles to the prismatic element's deformation. The element's internal angles and sides change proportionally to the load-induced strains, allowing engineers to express maximum shearing strain as a function of axial strain.

Hooke's law establishes correlations among the elastic constants: Poisson's ratio, modulus of elasticity, and modulus of rigidity. These relationships allow engineers to determine one constant from the other two, providing a comprehensive understanding of how materials respond to combined normal and shearing stresses under axial loading.

When a diagonal plane intersects the cubic element, it forms a prismatic element. This prismatic element modifies its internal angles and sides in proportion to the strains generated by the axial load. These geometric changes directly reflect the combined effects of normal and shearing deformations occurring within the material.

Transverse deformation is related to axial deformation through Poisson's ratio, one of the elastic constants. When an axial load causes axial strain, it simultaneously produces transverse strain in the perpendicular directions. This coupled behavior is fundamental to understanding the complete deformation pattern and stress distribution in the material.

Understanding elastic constant relationships enables engineers to predict material behavior under complex loading conditions. Since one constant can be determined from the other two using Hooke's law, engineers need only measure or know two constants to fully characterize a material's elastic response to both normal and shearing stresses.