Influence of axial force and initial curvature on the flexural deflection of euler-bernoulli beam structures solved by DQEM using EDQ

Chang-New Chen

doi:10.1115/OMAE2006-92403

Influence of axial force and initial curvature on the flexural deflection of euler-bernoulli beam structures solved by DQEM using EDQ

Chang-New Chen

Department of Systems and Naval Mechatronic Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

The influence of axial force and initial curvature on the flexural deflection of Euler-Bernoulli beam structures is analyzed by differential quadrature element method(DQEM) using extended differential quadrature (EDQ). The DQEM uses the differential quadrature to discretize the governing differential equation defined on each element, the transition conditions defined on the inter-element boundary of two adjacent elements and the boundary conditions of the beam. Numerical results solved by the developed numerical algorithm are presented. The convergence of the developed DQEM analysis model is efficient. The theory presented in the paper can be used to effectively obtain accurate results in analyzing the offshore structures.

Original language	English
Title of host publication	Proceedings of 25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006
DOIs	https://doi.org/10.1115/OMAE2006-92403
Publication status	Published - 2006 Nov 29
Event	25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006 - Hamburg, Germany Duration: 2006 Jun 4 → 2006 Jun 9

Publication series

Name	Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE
Volume	2006

Other

Other	25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006
Country/Territory	Germany
City	Hamburg
Period	06-06-04 → 06-06-09

All Science Journal Classification (ASJC) codes

Ocean Engineering
Energy Engineering and Power Technology
Mechanical Engineering

Access to Document

10.1115/OMAE2006-92403

Cite this

Chen, C.-N. (2006). Influence of axial force and initial curvature on the flexural deflection of euler-bernoulli beam structures solved by DQEM using EDQ. In Proceedings of 25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006 (Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE; Vol. 2006). https://doi.org/10.1115/OMAE2006-92403

@inproceedings{3bc302f4228d4120be94b01edca3dfba,

title = "Influence of axial force and initial curvature on the flexural deflection of euler-bernoulli beam structures solved by DQEM using EDQ",

abstract = "The influence of axial force and initial curvature on the flexural deflection of Euler-Bernoulli beam structures is analyzed by differential quadrature element method(DQEM) using extended differential quadrature (EDQ). The DQEM uses the differential quadrature to discretize the governing differential equation defined on each element, the transition conditions defined on the inter-element boundary of two adjacent elements and the boundary conditions of the beam. Numerical results solved by the developed numerical algorithm are presented. The convergence of the developed DQEM analysis model is efficient. The theory presented in the paper can be used to effectively obtain accurate results in analyzing the offshore structures.",

author = "Chang-New Chen",

year = "2006",

month = nov,

day = "29",

doi = "10.1115/OMAE2006-92403",

language = "English",

isbn = "0791837777",

series = "Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE",

booktitle = "Proceedings of 25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006",

note = "25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006 ; Conference date: 04-06-2006 Through 09-06-2006",

}

Chen, C-N 2006, Influence of axial force and initial curvature on the flexural deflection of euler-bernoulli beam structures solved by DQEM using EDQ. in Proceedings of 25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006. Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, vol. 2006, 25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006, Hamburg, Germany, 06-06-04. https://doi.org/10.1115/OMAE2006-92403

Influence of axial force and initial curvature on the flexural deflection of euler-bernoulli beam structures solved by DQEM using EDQ. / Chen, Chang-New.
Proceedings of 25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006. 2006. (Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE; Vol. 2006).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Influence of axial force and initial curvature on the flexural deflection of euler-bernoulli beam structures solved by DQEM using EDQ

AU - Chen, Chang-New

PY - 2006/11/29

Y1 - 2006/11/29

N2 - The influence of axial force and initial curvature on the flexural deflection of Euler-Bernoulli beam structures is analyzed by differential quadrature element method(DQEM) using extended differential quadrature (EDQ). The DQEM uses the differential quadrature to discretize the governing differential equation defined on each element, the transition conditions defined on the inter-element boundary of two adjacent elements and the boundary conditions of the beam. Numerical results solved by the developed numerical algorithm are presented. The convergence of the developed DQEM analysis model is efficient. The theory presented in the paper can be used to effectively obtain accurate results in analyzing the offshore structures.

AB - The influence of axial force and initial curvature on the flexural deflection of Euler-Bernoulli beam structures is analyzed by differential quadrature element method(DQEM) using extended differential quadrature (EDQ). The DQEM uses the differential quadrature to discretize the governing differential equation defined on each element, the transition conditions defined on the inter-element boundary of two adjacent elements and the boundary conditions of the beam. Numerical results solved by the developed numerical algorithm are presented. The convergence of the developed DQEM analysis model is efficient. The theory presented in the paper can be used to effectively obtain accurate results in analyzing the offshore structures.

UR - http://www.scopus.com/inward/record.url?scp=33751348475&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=33751348475&partnerID=8YFLogxK

U2 - 10.1115/OMAE2006-92403

DO - 10.1115/OMAE2006-92403

M3 - Conference contribution

AN - SCOPUS:33751348475

SN - 0791837777

SN - 9780791837771

T3 - Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE

BT - Proceedings of 25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006

T2 - 25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006

Y2 - 4 June 2006 through 9 June 2006

ER -

Chen CN. Influence of axial force and initial curvature on the flexural deflection of euler-bernoulli beam structures solved by DQEM using EDQ. In Proceedings of 25TH International Conference on Offshore Mechanics and Arctic Engineering, OMAE 2006. 2006. (Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE). doi: 10.1115/OMAE2006-92403

Influence of axial force and initial curvature on the flexural deflection of euler-bernoulli beam structures solved by DQEM using EDQ

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