A new Bernoulli–Euler beam model based on a simplified strain gradient elasticity theory and its applications

Liang Xu; Shuling Hu; Shengping Shen

doi:10.1016/j.compstruct.2014.01.019

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A new Bernoulli–Euler beam model based on a simplified strain gradient elasticity theory and its applications

Liang Xu Shuling Hu Shengping Shen

Year: 2014 Journal: Composite Structures Vol: 111 Pages: 317-323 Publisher: Elsevier BV

DOI: 10.1016/j.compstruct.2014.01.019

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Keywords:

Cantilever Buckling Bending moment Beam (structure) Timoshenko beam theory Mechanics Elasticity (physics) Boundary value problem Bending stiffness Length scale Euler's formula Conjugate beam method Pure bending Materials science Classical mechanics Structural engineering Physics Mathematical analysis Mathematics Optics Composite material Engineering

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Nonlocal and gradient elasticity in micro/nano structures

Physical Sciences → Materials Science → Materials Chemistry

Composite Structure Analysis and Optimization

Physical Sciences → Engineering → Mechanics of Materials

Thermoelastic and Magnetoelastic Phenomena

Physical Sciences → Engineering → Mechanics of Materials

A new Bernoulli–Euler beam model based on a simplified strain gradient elasticity theory and its applications

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