Out-of-plane deflection of nonprismatic curved beam structures solved by DQEM

Chang New Chen

doi:10.1016/S0965-9978(02)00142-4

Out-of-plane deflection of nonprismatic curved beam structures solved by DQEM

Chang New Chen

Department of Systems and Naval Mechatronic Engineering

Research output: Contribution to journal › Article › peer-review

23 Citations (Scopus)

Abstract

The differential quadrature element method (DQEM) is used to solve the out-of-plane deflections of nonprismatic curved beam structures. The extended differential quadrature is used to discretize the governing differential equations defined on all elements, the transition conditions defined on the inter-element boundary of two adjacent elements and the boundary conditions. Numerical results obtained by DQEM are presented. They demonstrate the developed numerical solution procedure.

Original language	English
Pages (from-to)	297-306
Number of pages	10
Journal	Advances in Engineering Software
Volume	34
Issue number	5
DOIs	https://doi.org/10.1016/S0965-9978(02)00142-4
Publication status	Published - 2003 May

All Science Journal Classification (ASJC) codes

Software
General Engineering

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10.1016/S0965-9978(02)00142-4

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title = "Out-of-plane deflection of nonprismatic curved beam structures solved by DQEM",

abstract = "The differential quadrature element method (DQEM) is used to solve the out-of-plane deflections of nonprismatic curved beam structures. The extended differential quadrature is used to discretize the governing differential equations defined on all elements, the transition conditions defined on the inter-element boundary of two adjacent elements and the boundary conditions. Numerical results obtained by DQEM are presented. They demonstrate the developed numerical solution procedure.",

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AB - The differential quadrature element method (DQEM) is used to solve the out-of-plane deflections of nonprismatic curved beam structures. The extended differential quadrature is used to discretize the governing differential equations defined on all elements, the transition conditions defined on the inter-element boundary of two adjacent elements and the boundary conditions. Numerical results obtained by DQEM are presented. They demonstrate the developed numerical solution procedure.

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Out-of-plane deflection of nonprismatic curved beam structures solved by DQEM

Abstract

All Science Journal Classification (ASJC) codes

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