Nonlinear analysis of general shell structures by flat triangular shell element

DOI10.1016/0045-7949(87)90159-3zbMath0604.73084OpenAlexW1976818799MaRDI QIDQ3741218

Kuo Mo Hsiao

Publication date: 1987

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(87)90159-3

zbMATH Keywords

Newton-Raphson methoddirect methodincremental methodincremental-iterative methodout-of-plane rotationarc length controlelement internal nodal forcesflat triangular elementin-plane rotationnonlinear strain stiffness matrixtotal deformational in-plane displacements and nodal rotationstwo successive rotationsupdated Lagrangian description of motion

Mathematics Subject Classification ID

Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05) Membranes (74K15)

Related Items (11)

Geometric non-linear hexahedral elements with rotational DOFs ⋮ Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element ⋮ Large displacement analysis of thin plates and shells using a flat facet finite element formulation ⋮ Nonlinear analysis of laminates through a Mindlin-type shear deformable shallow shell element ⋮ Large-deflection analysis of shell structure by using corotational total Lagrangian formulation ⋮ A shear-flexible facet shell element for large deflection and instablitity analysis ⋮ A six-node prismatic solid finite element for geometric nonlinear problems in elasticity ⋮ Linear and geometrically nonlinear analysis of plates and shells by a new refined non-conforming triangular plate/shell element ⋮ Extension of unsymmetric finite elements US‐QUAD8 and US‐HEXA20 for geometric nonlinear analyses ⋮ A co-rotational finite element formulation for buckling and postbuckling analyses of spatial beams ⋮ A stabilized co-rotational curved quadrilateral composite shell element

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