Pages that link to "Item:Q3723851"

The following pages link to A new nine node degenerated shell element with enhanced membrane and shear interpolation (Q3723851):

Displaying 42 items.

• Refined shell model for the linear analysis of isotropic and composite elastic structures (Q338141) (← links)
• Discrete-Mindlin finite element for nonlinear geometrical analysis of shell structures (Q338295) (← links)
• Higher-order shell elements based on a Cosserat model, and their use in the topology design of structures (Q704435) (← links)
• The application of geometrically exact shell elements to B-spline surfaces (Q704440) (← links)
• The discrete strain gap method and membrane locking (Q817310) (← links)
• Free and forced vibration analysis of laminated composite plates and shells using a 9-node assumed strain shell element (Q835452) (← links)
• Developments in the application of the generalized finite element method to thick shell problems (Q842521) (← links)
• A perturbation method for dynamic analyses using under-integrated shell elements (Q1174594) (← links)
• A 9-node mixed shell element based on the Hu-Washizu principle (Q1181575) (← links)
• A finite element scheme based on the simplified Reissner equations for shells of revolution (Q1191123) (← links)
• On the use of Lagrange multiplier compatible modes for controlling accuracy and stability of mixed shell finite elements (Q1205118) (← links)
• A quasi-conforming nine-node degenerated shell finite element (Q1205243) (← links)
• A class of simple and efficient degenerated shell elements - Analysis of global spurious-mode filtering (Q1263378) (← links)
• The four-node \(C^ 0\) Mindlin plate bending element reformulated. I: Formulation. II: Verification (Q1309651) (← links)
• Finite element analysis of smooth, folded and multi-shell structures (Q1371750) (← links)
• A mixed finite element for shell model with free edge boundary conditions. III: Numerical aspects (Q1371811) (← links)
• A triangular shell element for geometrically nonlinear analysis (Q1703779) (← links)
• High-order tetrahedral finite elements applied to large deformation analysis of functionally graded rubber-like materials (Q1791440) (← links)
• Explanation and elimination of shear locking and membrane locking with field consistence approach (Q1808115) (← links)
• A survey of parametrized variational principles and applications to computational mechanics (Q1912115) (← links)
• An explicit hybrid-stabilized 9-node Lagrangian shell element (Q1913144) (← links)
• Locking-free curved elements with refined kinematics for the analysis of composite structures (Q1985592) (← links)
• Improved nine-node shell element MITC9i with reduced distortion sensitivity (Q1990873) (← links)
• An isogeometric Reissner-Mindlin shell element based on Bézier dual basis functions: overcoming locking and improved coarse mesh accuracy (Q2020301) (← links)
• Avoiding membrane locking with Regge interpolation (Q2020850) (← links)
• A scaled boundary finite element approach for shell analysis (Q2176966) (← links)
• Galerkin formulations of isogeometric shell analysis: alleviating locking with Greville quadratures and higher-order elements (Q2236912) (← links)
• Phenomenological invariants and their application to geometrically nonlinear formulation of triangular finite elements of shear deformable shells (Q2428188) (← links)
• Extension of the ?solid-shell? concept for application to large elastic and large elastoplastic deformations (Q2701959) (← links)
• Development of a new curved beam element with shear effect (Q2721391) (← links)
• Two improvements in formulation of nine-node element MITC9 (Q2952181) (← links)
• Dynamic fracture modeling in shell structures based on XFEM (Q3006544) (← links)
• On Transverse Shear Strains Treatment in Nine-Node Shell Element MITC9i (Q3382731) (← links)
• Structural optimization strategies for simple and integrally stiffened plates and shells (Q3576550) (← links)
• A quadratic assumed natural strain triangular element for plate bending analysis (Q4228293) (← links)
• New assumed natural strain formulation of the shallow shell element (Q4287747) (← links)
• Development of shear locking-free shell elements using an enhanced assumed strain formulation (Q4329168) (← links)
• Automatic adaptive refinement for shell analysis using nine-node assumed strain element (Q4393401) (← links)
• A 12‐node hybrid stress brick element for beam/column analysis (Q4719422) (← links)
• The best of the enhanced displacement nonconforming plate/shell elements (Q5936357) (← links)
• Assumed natural strain and stabilized quadrilateral Lobatto spectral elements for \(\mathrm{C}^0\) plate/shell analysis (Q6557407) (← links)
• Extension of MITC to higher-order beam models and shear locking analysis for compact, thin-walled, and composite structures (Q6557517) (← links)