Reference Book10.1201/9781003068709
Finite strip method
Y.K. Cheung,L.G. Tham +1 more
- 01 Jul 2020
173
TL;DR: In this article, the authors present a method for the analysis of folded-plates and box-girders by Classical Finite Strip analysis, which is based on the theory of free vibration and stability matrix.
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Abstract: Introduction Interpolation Shape Functions Choice of Interpolation Shape Functions Available Interpolation Functions for Classical Finite Strips Longitudinal Functions for Spline Finite Strips Computed Shape Function Strips Constant Strain Conditions Plate Bending Problems Introduction Formulation for Thin Plate Bending Classical Plate Strips Spline Bending Strips Computed Shape Function (COMSFUN) Strips Curved Plate Strips Skew Plates Analysis of Moderately Thick Plates Least Square Formulation of Plate Bending Problems Plane Stress Analysis Introduction Classical Plane Stress Strips Spline Plane Stress Strips Computed Shape Function Strip (COMSFUN) Curved Plane Stress Strips Examples Mixed Formulation of Plane Stress Analysis Vibration and Stability Matrix Theory of Free Vibration Derivation of Consistent Mass Matrix of Classical Strips Derivation of Consistent Mass Matrix of Spline Strip Examples Linear Instability and Geometric (Stress) Stiffness Matrix Vibration Analysis of Moderately Thick Plates Modelling of Three Dimensional Solids: Finite Prism and Finite Layer Methods Introduction Finite Prism Method Finite Layer Method Domain Transformation: Treatments for Arbitrarily Shaped Structures Introduction Parametric Representation of Arbitrary Plane Curves Transformation for Arbitrarily Shaped Quadrilateral Plates Transformation of Arbitrarily Shaped Shells Transformation for Longitudinally Arbitrarily Curved Box Girders Applications to Shell Structures and Bridges Shell Structures Bridges Applications to Tall Buildings General Consideration and Structural Idealization Strip Elements Line Elements Discrete Beam Model Examples Applications to Layered Systems in Structural and Geotechnical Engineering Sandwich and Laminated Plates Geotechnical Problems Non-Linear Analysis Introduction Solution for Non-Linear System Material Non-Linearity Geometric Non-Linearity Non-Linear Vibration Transformation Approach: Fourier and Hankel Transforms Introduction Plane Strain Analysis Circular Loading Three-Dimensional Problem Viscoelastic Material (Creep) Consolidation Analysis Transport Problems Appendix: Program for the Analysis of Folded Plates and Box Girder Bridges by Classical Finite Strip Index
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Citations
Review: the direct strength method of cold-formed steel member design
TL;DR: A review of the development and current progress in the Direct Strength Method for cold-formed steel member design is provided in this paper, where a brief comparison of the direct strength method with the Effective Width Method is provided.
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Local, Distortional, and Euler Buckling of Thin-Walled Columns
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Beams and plates on elastic foundations: a review
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203
Vibration of multi-span non-uniform bridges under moving vehicles and trains by using modified beam vibration functions
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117
Local and Postlocal Buckling of Fabricated Steel and Composite Cross Sections
TL;DR: In this paper, the buckling behavior of welded I-sections is investigated and a numerical model based on the finite strip method is used to determine the initial local buckling stress incorporating residual stresses, and this is shown to agree well with the experiments.
107
References
On completeness of shape functions for finite element analysis
TL;DR: In this paper, the authors examined some elements commonly used for analysis and examined for completeness of polynomial interpolation and computational efficiency, and concluded that "serendipity" class elements from the most efficient elements up to third-degree approximation can be used.
76
The convergence of finite element method in solving linear elastic problems
Tong Pin,Theodore H. H. Pian +1 more
TL;DR: In this article, the authors present a theoretical development to show the sufficient conditions that will insure a finite element displacement analysis to converge to the exact displacement solutions when the size of the elements are progressively reduced.