Pages that link to "Item:Q1985263"
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The following pages link to Large deflection of functionally graded porous beams based on a geometrically exact theory with a fully intrinsic formulation (Q1985263):
Displaying 12 items.
- Large displacement behaviour of tapered cantilever Euler-Bernoulli beams made of functionally graded material (Q274999) (← links)
- Geometric nonlinear analyses of functionally graded beams using a tailored Lagrangian formulation (Q366798) (← links)
- Analytical solution for the fully coupled static response of variable stiffness composite beams (Q821622) (← links)
- Large deformation analysis of fully incompressible hyperelastic curved beams (Q823395) (← links)
- Stress analysis of generally asymmetric non-prismatic beams subject to arbitrary loads (Q1982289) (← links)
- Closed form solutions for an anisotropic composite beam on a two-parameter elastic foundation (Q2035225) (← links)
- Displacement-based and stress-based analytical approaches for nonlinear bending analysis of functionally graded porous plates resting on elastic substrate (Q2141508) (← links)
- Static analysis of composite beams on variable stiffness elastic foundations by the homotopy analysis method (Q2234945) (← links)
- Bending model for functionally graded porous shape memory alloy/poroelastic composite cantilever beams (Q2247279) (← links)
- Static deflection of fully coupled composite Timoshenko beams: an exact analytical solution (Q2307812) (← links)
- Large deflection analysis of geometrically exact spatial beams under conservative and nonconservative loads using intrinsic equations (Q2516692) (← links)
- Analytical solution for arbitrary large deflection of geometrically exact beams using the homotopy analysis method (Q6135600) (← links)
