Finite Element Analysis Structures by Mohamed Adam (5 results)

Taschenbuch. Condition: Neu. Neuware -The finite element analysis of general shell structures is faced with the problems of shear and membrane locking. These problems are well known and much research has been focused on the development of powerful shell elements to eliminate these problems. This book employs three shell elements these are four nodes degenerated shell element, four nodes flat shell element and nine nodes degenerated shell element. Each one of these elements has six degrees of freedom per node. Additional elements have been developed to avoid problems; these are: four nodes element, employing the Mixed Interpolation of Tensorial Components approach, Non Conforming Element and nine nodes element with Selective Reduced Integration and Weighted Modified Integration. A new solution is proposed to correct the convergence curve to be asymptotic to the exact solution curve by using extrapolation. A geometric nonlinear formulation based on the total Lagrangian formulation using both engineering strains and Green¿s strains was adopted. The formulations were implemented into a nonlinear finite element program and some subroutines are included. Good results are obtained when applying in different numerical examplesBooks on Demand GmbH, Überseering 33, 22297 Hamburg 232 pp. Englisch.

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Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The finite element analysis of general shell structures is faced with the problems of shear and membrane locking. These problems are well known and much research has been focused on the development of powerful shell elements to eliminate these problems. This book employs three shell elements these are four nodes degenerated shell element, four nodes flat shell element and nine nodes degenerated shell element. Each one of these elements has six degrees of freedom per node. Additional elements have been developed to avoid problems; these are: four nodes element, employing the Mixed Interpolation of Tensorial Components approach, Non Conforming Element and nine nodes element with Selective Reduced Integration and Weighted Modified Integration. A new solution is proposed to correct the convergence curve to be asymptotic to the exact solution curve by using extrapolation. A geometric nonlinear formulation based on the total Lagrangian formulation using both engineering strains and Green s strains was adopted. The formulations were implemented into a nonlinear finite element program and some subroutines are included. Good results are obtained when applying in different numerical examples 232 pp. Englisch.

Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Mohamed Adam FathelrahmanFathelrahman M. Adam Assistance professor, Department of Civil Engineering, Jazan University. Studied civil engineering at Sudan University of Science and Technology and received his post graduate studies at .

Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The finite element analysis of general shell structures is faced with the problems of shear and membrane locking. These problems are well known and much research has been focused on the development of powerful shell elements to eliminate these problems. This book employs three shell elements these are four nodes degenerated shell element, four nodes flat shell element and nine nodes degenerated shell element. Each one of these elements has six degrees of freedom per node. Additional elements have been developed to avoid problems; these are: four nodes element, employing the Mixed Interpolation of Tensorial Components approach, Non Conforming Element and nine nodes element with Selective Reduced Integration and Weighted Modified Integration. A new solution is proposed to correct the convergence curve to be asymptotic to the exact solution curve by using extrapolation. A geometric nonlinear formulation based on the total Lagrangian formulation using both engineering strains and Green s strains was adopted. The formulations were implemented into a nonlinear finite element program and some subroutines are included. Good results are obtained when applying in different numerical examples.