The influence of elastic shear deformation on the transverse shear failure of a fully clamped beam subjected to idealized blast loading

Q. M. Li; Z. Q. Ye; G. W. Ma; N. Jones; H. Y. Zhou

doi:10.1016/j.ijmecsci.2009.03.004

The influence of elastic shear deformation on the transverse shear failure of a fully clamped beam subjected to idealized blast loading

Q. M. Li^*, Z. Q. Ye, G. W. Ma, N. Jones, H. Y. Zhou

^*Corresponding author for this work

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

4 Citations (Scopus)

Abstract

The influence of elastic shear deformation on the transverse shear response of a fully clamped beam is investigated in the present paper. The beam is made from a rigid, perfectly plastic material and subjected to a uniformly distributed pressure pulse loading. The elastic shear deformation is idealized by an elastic, perfectly plastic spring with a constant spring coefficient. Analytical solutions are obtained for the transverse shear response, which are then used to predict the occurrence of a transverse shear failure. The method presented in the paper may be extended to study the blast-induced shear failure of other structural elements when the elastic shear deformation needs to be considered.

Original language	English
Pages (from-to)	413-423
Number of pages	11
Journal	International Journal of Mechanical Sciences
Volume	51
Issue number	6
DOIs	https://doi.org/10.1016/j.ijmecsci.2009.03.004
Publication status	Published - Jun 2009
Externally published	Yes

Keywords

Blast load
Dynamic plastic response
Elastic effect
Rigid-plastic beam
Shear response and failure

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10.1016/j.ijmecsci.2009.03.004

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title = "The influence of elastic shear deformation on the transverse shear failure of a fully clamped beam subjected to idealized blast loading",

abstract = "The influence of elastic shear deformation on the transverse shear response of a fully clamped beam is investigated in the present paper. The beam is made from a rigid, perfectly plastic material and subjected to a uniformly distributed pressure pulse loading. The elastic shear deformation is idealized by an elastic, perfectly plastic spring with a constant spring coefficient. Analytical solutions are obtained for the transverse shear response, which are then used to predict the occurrence of a transverse shear failure. The method presented in the paper may be extended to study the blast-induced shear failure of other structural elements when the elastic shear deformation needs to be considered.",

keywords = "Blast load, Dynamic plastic response, Elastic effect, Rigid-plastic beam, Shear response and failure",

author = "Li, {Q. M.} and Ye, {Z. Q.} and Ma, {G. W.} and N. Jones and Zhou, {H. Y.}",

year = "2009",

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AU - Li, Q. M.

AU - Ye, Z. Q.

AU - Ma, G. W.

AU - Jones, N.

AU - Zhou, H. Y.

PY - 2009/6

Y1 - 2009/6

N2 - The influence of elastic shear deformation on the transverse shear response of a fully clamped beam is investigated in the present paper. The beam is made from a rigid, perfectly plastic material and subjected to a uniformly distributed pressure pulse loading. The elastic shear deformation is idealized by an elastic, perfectly plastic spring with a constant spring coefficient. Analytical solutions are obtained for the transverse shear response, which are then used to predict the occurrence of a transverse shear failure. The method presented in the paper may be extended to study the blast-induced shear failure of other structural elements when the elastic shear deformation needs to be considered.

AB - The influence of elastic shear deformation on the transverse shear response of a fully clamped beam is investigated in the present paper. The beam is made from a rigid, perfectly plastic material and subjected to a uniformly distributed pressure pulse loading. The elastic shear deformation is idealized by an elastic, perfectly plastic spring with a constant spring coefficient. Analytical solutions are obtained for the transverse shear response, which are then used to predict the occurrence of a transverse shear failure. The method presented in the paper may be extended to study the blast-induced shear failure of other structural elements when the elastic shear deformation needs to be considered.

KW - Blast load

KW - Dynamic plastic response

KW - Elastic effect

KW - Rigid-plastic beam

KW - Shear response and failure

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M3 - Article

AN - SCOPUS:67349138537

SN - 0020-7403

VL - 51

SP - 413

EP - 423

JO - International Journal of Mechanical Sciences

JF - International Journal of Mechanical Sciences

IS - 6

ER -

The influence of elastic shear deformation on the transverse shear failure of a fully clamped beam subjected to idealized blast loading

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Keywords

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