A plasticity model for punching shear of laterally restrained slabs with compressive membrane action

J. S. Kuang; C. T. Morley

doi:10.1016/0020-7403(93)90009-J

A plasticity model for punching shear of laterally restrained slabs with compressive membrane action

J. S. Kuang^*
, C. T. Morley

^*Corresponding author for this work

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

13 Citations (Scopus)

Abstract

A plastic theoretical model is presented for the punching shear failure of laterally restrained concrete slabs, in which a parabolic Mohr failure criterion for concrete is adopted. The proposed method allows for the effect of compressive membrane action and a membrane-modified flexural theory of elasto-plasticity is used to calculate the compressive membrane forces. The predictions by the proposed analysis show good agreement with a wide range of experimental test results.

Original language	English
Pages (from-to)	371-385
Number of pages	15
Journal	International Journal of Mechanical Sciences
Volume	35
Issue number	5
DOIs	https://doi.org/10.1016/0020-7403(93)90009-J
Publication status	Published - May 1993
Externally published	Yes

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10.1016/0020-7403(93)90009-J

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title = "A plasticity model for punching shear of laterally restrained slabs with compressive membrane action",

abstract = "A plastic theoretical model is presented for the punching shear failure of laterally restrained concrete slabs, in which a parabolic Mohr failure criterion for concrete is adopted. The proposed method allows for the effect of compressive membrane action and a membrane-modified flexural theory of elasto-plasticity is used to calculate the compressive membrane forces. The predictions by the proposed analysis show good agreement with a wide range of experimental test results.",

author = "Kuang, \{J. S.\} and Morley, \{C. T.\}",

year = "1993",

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journal = "International Journal of Mechanical Sciences",

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AU - Kuang, J. S.

AU - Morley, C. T.

PY - 1993/5

Y1 - 1993/5

N2 - A plastic theoretical model is presented for the punching shear failure of laterally restrained concrete slabs, in which a parabolic Mohr failure criterion for concrete is adopted. The proposed method allows for the effect of compressive membrane action and a membrane-modified flexural theory of elasto-plasticity is used to calculate the compressive membrane forces. The predictions by the proposed analysis show good agreement with a wide range of experimental test results.

AB - A plastic theoretical model is presented for the punching shear failure of laterally restrained concrete slabs, in which a parabolic Mohr failure criterion for concrete is adopted. The proposed method allows for the effect of compressive membrane action and a membrane-modified flexural theory of elasto-plasticity is used to calculate the compressive membrane forces. The predictions by the proposed analysis show good agreement with a wide range of experimental test results.

UR - https://www.webofscience.com/wos/woscc/full-record/WOS:A1993LC85300002

UR - https://openalex.org/W2071110354

U2 - 10.1016/0020-7403(93)90009-J

DO - 10.1016/0020-7403(93)90009-J

M3 - Journal Article

SN - 0020-7403

VL - 35

SP - 371

EP - 385

JO - International Journal of Mechanical Sciences

JF - International Journal of Mechanical Sciences

IS - 5

ER -

A plasticity model for punching shear of laterally restrained slabs with compressive membrane action

Abstract

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