Dynamic Analysis for Collision Between a Plate and Supports Subjected to Instantaneous Protection Structural Loads

Article Preview

Abstract:

The supports of plate will be damaged under instantaneous impulsive loads. Dynamic issues of collision between a plate and its supports are equivalent to a problem of plate under uniformly distributed impulse. Based on thin plate theory, thick plate theory and infinite plate theory, dynamic responses of a plate under uniform impluses are analyzed. In the analysis, the effects of shear deformation and moment of intertia on dynamic behaviours of plate (frequence, flexibility and interal force etc) are respectively considered. The results indicated that the deflections calculated under thin plate theory are smaller than those of thick plate theory, and the internal force are much more smaller. Therefore, shear deformation and moment of inertia should must be taken into accounted for the correctly calculation. Besides, the different calculate results between infinite plate theory and thick theory shows that the infinite plate theory can be used for thick plate calculation when the length-width ratio is larger than 5 for the discrepancy of deflections and internal forces is very small on this condition.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

5250-5257

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Q. H. Qian,Q. Fang.Two Important Problems on Defining Loads and on Dynamic Analysis to Shallow-Buried Structures[C].Proc.ofInt.Symp. on Unique Underground Structures, Denver,CO,USA (1990),pp.100-115(In Chinese)

Google Scholar

[2] P. A. WU, Q. Fang, N.Q. Wang.The analusis of failue modes of Rcbeams under impulsive loading[J],Journal of PLA university of science and technology, Vol.11No.6(2000),pp.1-6(In Chinese)

Google Scholar

[3] P. A. WU, Q. Fang. Analysis of Direct-shear Failure of Shallow-buried RC Frames Subjected to Impulsive Loading (1.Theory) )[J]. Journal of vibration and shock, Vol.23 No.1(2004), pp.91-93 (In Chinese)

Google Scholar

[4] Ke Gong.Bending Theories for Beams and Plates With Single Generalized Displacement [J]. Applied mathematics and mechanics,Vol.21 No.9(2000), pp.984-990

DOI: 10.1007/bf02459320

Google Scholar

[5] Reissner E. On the theory of bending of elastic plates [ J ]. Journal of Mathematics and Physics , Vol.23(1944),pp.184-189

Google Scholar

[6] Zhiyuan Cao, Shengtian Yang.Dynamcis and Application of thick plate[M].Beijing:China technilogical press(1983) (In Chinese)

Google Scholar

[7] Kotlyarevsky B. A. Uezhischa. Designs and calculation of civil oorony. Stroiizdat Moscow (1994)

Google Scholar

[8] Henis C P.Applied Plate Theory for the Engineer [M].China commuation press(1982) (In Chinese)

Google Scholar