Vibration of plate structures solved by DQEM using EDQ

Chang New Chen

doi:10.1115/OMAE2003-37332

Vibration of plate structures solved by DQEM using EDQ

Chang New Chen

Department of Systems and Naval Mechatronic Engineering

Research output: Contribution to conference › Paper › peer-review

3 Citations (Scopus)

Abstract

The vibration of plate structures is solved by DQEM using EDQ. In the DQEM discretization, EDQ is used to define the discrete element model. Discrete eigenvalue equations defined at interior discrete points in all elements, transition conditions defined on the inter-element boundary of two adjacent elements and boundary conditions at the structural boundary form the overall discrete eigenvalue equation system. Numerical results obtained by the developed numerical algorithms are presented. They demonstrate the developed numerical solution procedure. This vibration analysis model can be used to solve wide range of offshore engineering structures.

Original language	English
Pages	245-251
Number of pages	7
DOIs	https://doi.org/10.1115/OMAE2003-37332
Publication status	Published - 2003
Event	22nd International Conference on Offshore Mechanics and Arctic Engineering; Materials Technology Ocean Engineering Polar and Arctic Sciences and Technology Workshops - Cancun, Mexico Duration: 2001 Jun 8 → 2001 Jun 13

Other

Other	22nd International Conference on Offshore Mechanics and Arctic Engineering; Materials Technology Ocean Engineering Polar and Arctic Sciences and Technology Workshops
Country/Territory	Mexico
City	Cancun
Period	01-06-08 → 01-06-13

All Science Journal Classification (ASJC) codes

Ocean Engineering
Energy Engineering and Power Technology
Mechanical Engineering

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10.1115/OMAE2003-37332

Cite this

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abstract = "The vibration of plate structures is solved by DQEM using EDQ. In the DQEM discretization, EDQ is used to define the discrete element model. Discrete eigenvalue equations defined at interior discrete points in all elements, transition conditions defined on the inter-element boundary of two adjacent elements and boundary conditions at the structural boundary form the overall discrete eigenvalue equation system. Numerical results obtained by the developed numerical algorithms are presented. They demonstrate the developed numerical solution procedure. This vibration analysis model can be used to solve wide range of offshore engineering structures.",

author = "Chen, {Chang New}",

year = "2003",

doi = "10.1115/OMAE2003-37332",

language = "English",

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AB - The vibration of plate structures is solved by DQEM using EDQ. In the DQEM discretization, EDQ is used to define the discrete element model. Discrete eigenvalue equations defined at interior discrete points in all elements, transition conditions defined on the inter-element boundary of two adjacent elements and boundary conditions at the structural boundary form the overall discrete eigenvalue equation system. Numerical results obtained by the developed numerical algorithms are presented. They demonstrate the developed numerical solution procedure. This vibration analysis model can be used to solve wide range of offshore engineering structures.

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Vibration of plate structures solved by DQEM using EDQ

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