Theoretical and experimental research on web crippling of cold-formed flexural steel members

M.C.M. Bakker; J.W.B. Stark

doi:10.1016/0263-8231(94)90006-X

Theoretical and experimental research on web crippling of cold-formed flexural steel members

M.C.M. Bakker, J.W.B. Stark

Applied Mechanics

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

33 Citations (Scopus)

Abstract

Cold-formed, thin-walled flexural steel members are frequently used as structural elements in buildings. When such a member is subjected to a concentrated load or reaction, its web may cripple due to the high local intensity of the load. This type offailure is denoted as web crippling. This paper focuses on the description of an analytical web crippling model and the comparison of the model and tests results. Much attention is paid to a better understanding of the web crippling behavior.

Original language	English
Pages (from-to)	261-290
Number of pages	30
Journal	Thin-Walled Structures
Volume	18
Issue number	4
DOIs	https://doi.org/10.1016/0263-8231(94)90006-X
Publication status	Published - 1994

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title = "Theoretical and experimental research on web crippling of cold-formed flexural steel members",

abstract = "Cold-formed, thin-walled flexural steel members are frequently used as structural elements in buildings. When such a member is subjected to a concentrated load or reaction, its web may cripple due to the high local intensity of the load. This type offailure is denoted as web crippling. This paper focuses on the description of an analytical web crippling model and the comparison of the model and tests results. Much attention is paid to a better understanding of the web crippling behavior.",

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AB - Cold-formed, thin-walled flexural steel members are frequently used as structural elements in buildings. When such a member is subjected to a concentrated load or reaction, its web may cripple due to the high local intensity of the load. This type offailure is denoted as web crippling. This paper focuses on the description of an analytical web crippling model and the comparison of the model and tests results. Much attention is paid to a better understanding of the web crippling behavior.

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DO - 10.1016/0263-8231(94)90006-X

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JO - Thin-Walled Structures

JF - Thin-Walled Structures

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ER -

Theoretical and experimental research on web crippling of cold-formed flexural steel members

Abstract

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