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

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

Onderzoeksoutput: Bijdrage aan tijdschriftTijdschriftartikelAcademicpeer review

28 Citaten (Scopus)

Samenvatting

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.
Originele taal-2Engels
Pagina's (van-tot)261-290
Aantal pagina's30
TijdschriftThin-Walled Structures
Volume18
Nummer van het tijdschrift4
DOI's
StatusGepubliceerd - 1994

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