Pages that link to "Item:Q1819986"

The following pages link to Large-deformation, elasto-plastic analysis of frames under nonconservative loading, using explicitly derived tangent stiffnesses based on assumed stresses (Q1819986):

Displaying 15 items.

• Analysis of nonlinear fully intrinsic equations of geometrically exact beams using generalized differential quadrature method (Q726279) (← links)
• The effect of interaction of loadings and geometry imperfection on the buckling state of frames (Q909518) (← links)
• Elastoplastic nonlinear post-buckling analysis of partially restrained space structures (Q1110374) (← links)
• On a consistent theory, and variational formulation of finitely stretched and rotated 3-D space-curved beams (Q1116731) (← links)
• A simple and efficient solution method for the limit elasto-plastic analysis of plane frames (Q1189863) (← links)
• A kinematically exact finite element formulation of planar elastic-plastic frames (Q1370742) (← links)
• Numerical analysis of the large deflection of an elastic-plastic beam (Q1580636) (← links)
• A computationally efficient method for the limit elasto-plastic analysis of space frames (Q1894403) (← links)
• A Cosserat point element (CPE) for the numerical solution of transient large planar motions of elastic-plastic and elastic-viscoplastic beams (Q1934511) (← links)
• Development of the large increment method for elastic perfectly plastic analysis of plane frame structures under monotonic loading (Q2454597) (← links)
• Large deflection analysis of geometrically exact spatial beams under conservative and nonconservative loads using intrinsic equations (Q2516692) (← links)
• The fiber-free approach in the evaluation of the tangent stiffness matrix for elastoplastic uniaxial constitutive laws (Q2952278) (← links)
• A simplified finite element method for large deformation, post-buckling analyses of large frame structures, using explicitly derived tangent stiffness matrices (Q3700971) (← links)
• Elasto-plastic large deformation analysis of space-frames: A plastic-hinge and stress-based explicit derivation of tangent stiffnesses (Q3775087) (← links)
• Analytical solution for arbitrary large deflection of geometrically exact beams using the homotopy analysis method (Q6135600) (← links)