Pages that link to "Item:Q2501900"

The following pages link to Finite element methods for the analysis of softening plastic hinges in beams and frames (Q2501900):

Displaying 36 items.

• Numerical simulation of dynamic fracture using finite elements with embedded discontinuities (Q373357) (← links)
• A two-dimensional co-rotational Timoshenko beam element with XFEM formulation (Q422336) (← links)
• Three-dimensional finite elements with embedded strong discontinuities to model failure in electromechanical coupled materials (Q459128) (← links)
• A strong discontinuity approach on multiple levels to model solids at failure (Q465839) (← links)
• A radial return algorithm application in elastoplastic frame analysis using plastic hinge approach (Q613802) (← links)
• New finite elements with embedded strong discontinuities for the modeling of failure in electromechanical coupled solids (Q643942) (← links)
• Multi-scale computational model for failure analysis of metal frames that includes softening and local buckling (Q649341) (← links)
• Unified analysis of enriched finite elements for modeling cohesive cracks (Q660303) (← links)
• An analysis of strain localization and wave propagation in plastic models of beams at failure (Q704560) (← links)
• Dynamic analysis of beam structures considering geometric and constitutive nonlinearity (Q839262) (← links)
• Constitutive and geometric nonlinear models for the seismic analysis of RC structures with energy dissipators (Q841710) (← links)
• Static analysis of beam structures under nonlinear geometric and constitutive behavior (Q1033328) (← links)
• Analysis of localization in frame members with plastic hinges (Q1781448) (← links)
• Stress-resultant models for ultimate load design of reinforced concrete frames and multi-scale parameter estimates (Q1944887) (← links)
• The influence of geometric effects on the behavior of strain softening frames (Q1959737) (← links)
• Combinatorial optimization algorithms for detecting collapse mechanisms of concrete slabs (Q2046697) (← links)
• Wave propagation in periodic buckled beams. Part II: Experiments (Q2186192) (← links)
• Modeling multi-fracturing fibers in fiber networks using elastoplastic Timoshenko beam finite elements with embedded strong discontinuities -- formulation and staggered algorithm (Q2237468) (← links)
• A multiscale finite element method with embedded strong discontinuity model for the simulation of cohesive cracks in solids (Q2308680) (← links)
• Three-dimensional finite elements with embedded strong discontinuities for the analysis of solids at failure in the finite deformation range (Q2309060) (← links)
• Finite element methods for the multi-scale modeling of softening hinge lines in plates at failure (Q2372472) (← links)
• Mathematical programming approaches for the safety assessment of semirigid elastoplastic frames (Q2428337) (← links)
• New finite elements with embedded strong discontinuities in the finite deformation range (Q2638033) (← links)
• Nonlinear analysis of frame structural systems based on closed form solutions of thin beam-columns with multiple strong axial and rotation embedded discontinuities (Q2691049) (← links)
• Complementarity framework for non linear dynamic analysis of skeletal structures with softening plastic hinges (Q2880242) (← links)
• A marching cubes based failure surface propagation concept for three-dimensional finite elements with non-planar embedded strong discontinuities of higher-order kinematics (Q2952365) (← links)
• A new generalized finite element method for two-scale simulations of propagating cohesive fractures in 3-D (Q2952870) (← links)
• A constrained non-linear system approach for the solution of an extended limit analysis problem (Q3567305) (← links)
• Efficient finite element formulation for the analysis of localized failure in beam structures (Q3623162) (← links)
• Scaling of failure of beams, frames and plates with softening hinges. (Q5955399) (← links)
• Fixed-hinged beam finite elements used for dynamic analysis of frames (Q5961523) (← links)
• Hybrid of monolithic and staggered solution techniques for the computational analysis of fracture, assessed on fibrous network mechanics (Q6042207) (← links)
• Geometrically exact beam theory with embedded strong discontinuities for the modeling of failure in structures. I: Formulation and finite element implementation (Q6094675) (← links)
• A small-deformation rate-independent continuous-flow model for elasto-plastic frames allowing rapid fatigue predictions in metallic structures (Q6538383) (← links)
• Mesh refinement strategies without mapping of nonlinear solutions for the generalized and standard FEM analysis of 3-D cohesive fractures (Q6565253) (← links)
• A geometrically exact thin-walled rod model with warping and stress-resultant-based plasticity obtained with a two-level computational approach (Q6663313) (← links)