Structural Analysis with the Finite Element Method. Linear Statics. Volume 2: Beams, Plates and Shells
72,75€
ISBN: 978-1-4020-8742-4
Editorial: CIMNE, SPRINGER-VERLAG
Year of publication: 2013
Pages: 846
Index: Slender plane beams. Euler-Bernoulli theory, Thick/Slender plane beams. Timoshenko theory, Composite laminated plane beams, 3D composite beams, Thin plates. Kirchhoff theory, Thick/thin plates; Reissner-Mindlin theory, Composite laminated plates, Analysis of shells with flat elements, Axisymmetric shells, Curved 3D shell elements and shell stiffners, Prismatic structures, finite strip and finite prism methods, Programming the FEM for beam, plate and shell analysis in Mat-fem; Basic properties of materials; Equilibrium equations for a solid; Numerical integration; Computation of the shear correction parameter for beams; Proof on the singulary rule for the stiffness matrix; Computation of the shear center and the warping function in thin-walled open composite beam sections; Stability conditions for Reissner-Midlin plate elements based on assumed tranverse shear strains; Analytical solutions for isotropic thick/thin circular plates; Shape functions some for C0 continuous triangular and quadrilateral elements.
Out of stock
ISBN: 978-1-4020-8742-4
Editorial: CIMNE, SPRINGER-VERLAG
Year of publication: 2013
Pages: 846
Index: Slender plane beams. Euler-Bernoulli theory, Thick/Slender plane beams. Timoshenko theory, Composite laminated plane beams, 3D composite beams, Thin plates. Kirchhoff theory, Thick/thin plates; Reissner-Mindlin theory, Composite laminated plates, Analysis of shells with flat elements, Axisymmetric shells, Curved 3D shell elements and shell stiffners, Prismatic structures, finite strip and finite prism methods, Programming the FEM for beam, plate and shell analysis in Mat-fem; Basic properties of materials; Equilibrium equations for a solid; Numerical integration; Computation of the shear correction parameter for beams; Proof on the singulary rule for the stiffness matrix; Computation of the shear center and the warping function in thin-walled open composite beam sections; Stability conditions for Reissner-Midlin plate elements based on assumed tranverse shear strains; Analytical solutions for isotropic thick/thin circular plates; Shape functions some for C0 continuous triangular and quadrilateral elements.
Description
Volume 2 presents a detailed description of the finite element formulation for analysis of slender and thick beams, thin and thick plates, folded plate structures, axisymmetric shells, general curved shells, prismatic structures and three dimensional beams.
Each chapter describes the background theory for each structural model considered, details of the finite element formulation and guidelines for the application to structural engineering problems Emphasis is put on the treatment of structures with layered composite materials.
The book will be useful for students approaching the finite element analysis of beam, plate and shell structures for the first time, as well as for practicing engineers interested in the details of the formulation and performance of the different finite elements for practical structural analysis.
Additional information
| Weight | 1,369000000 kg |
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