Bending of Thick Rectangular Plates with Different Boundaries under Concentrated Load

Ying Jie Chen; Gang Li; Zhen Xian Zhang; Bao Lian Fu

doi:10.4028/www.scientific.net/AMR.163-167.1440

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Bending of Thick Rectangular Plates with Different...

Bending of Thick Rectangular Plates with Different Boundaries under Concentrated Load

Abstract:

Reciprocal theorem method (RTM) is generalized to solve the problem of bending of thick rectangular plate under concentrated load with four edges fixed and with two opposite edges fixed, the third edge simply supported, and the fourth edge free based on Reissner’s theory. The analytical solutions of the thick plate are given, and the relevant date and diagram are given to guidance engineering application.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

1440-1444

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.1440

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Online since:

December 2010

Authors:

Ying Jie Chen, Gang Li, Zhen Xian Zhang, Bao Lian Fu

Keywords:

Analytical Solution, Date, Diagram, Reciprocal Theorem Method, Reissner’s Theory, Thick Rectangular Plate

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References

[1] Baolian Fu, reciprocal theorem method of bending thin plate, Beijing, science press, (2003).

Google Scholar

[2] Reissner.E. The effect of transverse shear deformation on the bending of e1astic p1ates [J]. Journa1 of App1ied Mechanics, 12, June (1945).

Google Scholar

[3] Reissner.E. On the theory of bending of elastic plates [J]. Journal of Mechanics & Physics, 1944, 23 (184).

Google Scholar

[4] Baolian Fu, Wenfeng Tan, reciprocal theorem method of bending thick plate[J], Applied mathematics and mechanics, 1995, 4：367～379.

Google Scholar

[5] Baoian Fu, Yingjie Chen, applying reciprocal theorem to solve bending problem of elastic middle and thick plate. Academic journal of northeast institute of heavy machinery, 1995, 19(3): 191~ 195.

Google Scholar

[6] Yingjie Chen, Baolian Fu, Dongjie Bao. Bending of simply supported rectangular plates which are under concentrated load at any point[z]. Proceedings of The 10th national structure engineering conference. Nanjing, 2001, 373～382.

Google Scholar