Pages that link to "Item:Q2516692"

The following pages link to Large deflection analysis of geometrically exact spatial beams under conservative and nonconservative loads using intrinsic equations (Q2516692):

Displaying 16 items.

• Large deflection of cantilever beams with geometric non-linearity: analytical and numerical approaches (Q620260) (← links)
• Analysis of nonlinear fully intrinsic equations of geometrically exact beams using generalized differential quadrature method (Q726279) (← links)
• Analytical solution for the fully coupled static response of variable stiffness composite beams (Q821622) (← links)
• Chebyshev collocation method for the free vibration analysis of geometrically exact beams with fully intrinsic formulation (Q1658868) (← links)
• Solving large-deflection problem of spatial beam with circular cross-section using an optimization-based Runge-Kutta method (Q1661511) (← links)
• Nonlocal fully intrinsic equations for free vibration of Euler-Bernoulli beams with constitutive boundary conditions (Q1790278) (← links)
• Stress analysis of generally asymmetric non-prismatic beams subject to arbitrary loads (Q1982289) (← links)
• Large deflection of functionally graded porous beams based on a geometrically exact theory with a fully intrinsic formulation (Q1985263) (← links)
• Closed form solutions for an anisotropic composite beam on a two-parameter elastic foundation (Q2035225) (← links)
• Static analysis of composite beams on variable stiffness elastic foundations by the homotopy analysis method (Q2234945) (← links)
• A high-precision curvature constrained Bernoulli-Euler planar beam element for geometrically nonlinear analysis (Q2242086) (← 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)
• A large displacement analysis of a beam using a CAD geometric definition (Q4377971) (← links)
• Equivalently analytical solution for the large deformation of slender beams under follower loads: a second-order ANCF approach (Q6048925) (← links)
• Analytical solution for arbitrary large deflection of geometrically exact beams using the homotopy analysis method (Q6135600) (← links)