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Locally buckled plastic hinge behavior under monotonic and cyclic loading condition

  • SUNY Buffalo

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

In order to clarify the influences of local buckling under monotonic and cyclic loading conditions, experimental studies were carried out on W8x10 A-36 structural steel members subjected to selected monotonic, cyclic and nonproportional loading paths under combined axial force and bending moment. Test results show that strength of the member deteriorates after local buckling occurred.

Original languageEnglish
Title of host publicationProceedings of Engineering Mechanics
PublisherPubl by ASCE
Pages1047-1050
Number of pages4
ISBN (Print)0872628671
StatePublished - 1992
EventProceedings of the 9th Conference on Engineering Mechanics - College Station, TX, USA
Duration: May 24 1992May 27 1992

Publication series

NameProceedings of Engineering Mechanics

Conference

ConferenceProceedings of the 9th Conference on Engineering Mechanics
CityCollege Station, TX, USA
Period05/24/9205/27/92

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