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Journal ArticleDOI

Internal Forces for Statically Indeterminate Structures Having Different Moduli in Tension and Compression

Wenjuan Yao, +1 more
- 01 Jul 2006 - 
- Vol. 132, Iss: 7, pp 739-746
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TLDR
In this paper, the internal force in statically indeterminate structures with different moduli has been deduced, and the iterative program for calculating nonlinear internal force developed, and examples analyzed.
Abstract
When a different tension-compression elastic modulus is introduced into the statically indeterminate structure, the flexural rigidity EI is no longer a constant, which is different from that of classic mechanics, but becomes the function of the internal force, the calculation of the internal force in the structure is a nonlinear problem. In light of this, the formula of internal force in statically indeterminate structures with different moduli has been deduced, the iterative program for calculating nonlinear internal force developed, and examples analyzed. Finally, we put forth reasonable suggestions for calculating this kind of structure and a new idea in optimizing the structures by using different modulus characters. A new and simple analytical-iterative method has been provided for calculating practical engineering problems by using different-modulus theory. This is different from the previous complete numerical solution, which characterizes complex calculation procedure, heavy calculation work, and ...

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Citations
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Journal ArticleDOI

General perturbation solution of large-deflection circular plate with different moduli in tension and compression under various edge conditions

TL;DR: In this paper, the authors used perturbation technique to obtain a general analytical solution of thin circular plate with different moduli in tension and compression, in which four edge conditions including rigidly clamped, clamped but free to slip, simply hinged and simply supported are considered.
Journal ArticleDOI

Large-deflection axisymmetric deformation of circular clamped plates with different moduli in tension and compression

TL;DR: Based on the known flexural stiffness for a bimodular thin plate in small-deflection bending, the authors established the von Karman equations with different moduli in tension and compression and then use the perturbation method and the displacement variation method to solve the problem, respectively.
Journal ArticleDOI

An analytical solution of bending thin plates with different moduli in tension and compression

TL;DR: In this article, the authors derived the governing differential equation for deflection, the flexural rigidity, and the internal forces in the bending thin plate with different elastic moduli in tension and compression.
Journal ArticleDOI

Analytical Solutions for Bending Curved Beams with Different Moduli in Tension and Compression

TL;DR: In this article, an equivalent section method is used to transform the bimodular curved beam into a classical one with singular modulus; consequently, the simplified solution for bending stresses may be easily determined only by changing a few parameters relating to section characteristics.
Journal ArticleDOI

Nonlinear large deflection buckling analysis of compression rod with different moduli

TL;DR: Many novel materials exhibit a property of different elastic moduli in tension and compression as discussed by the authors, such as graphene, which has the highest strength yet measured, and it is a wonder material.
References
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Journal ArticleDOI

Bending analysis of bimodular laminates using a higher-order finite strip method

TL;DR: In this paper, a higher-order plate theory associated with the finite strip method is developed to analyze bimodular composite laminates in order to evaluate the transverse shear deformation and the shear correction coefficients.
Journal ArticleDOI

Stress analysis of bimodulus laminates using hybrid stress plate elements

TL;DR: Based on first-order plate theory, a hybrid stress bimodulus Mindlin plate element is developed in this article, where both the displacement and stress distributions of laminated plates are determined.
Journal ArticleDOI

A new elasticity and finite element formulation for different Young’s modulus when tension and compression loadings

TL;DR: In this article, a new elasticity and finite element formulation for different Young's modulus when tension and compression loadings in anisotropy media were investigated, and a numerical example was shown to find out the changes of neutral axis at the pure bending beams.
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