Experiments and theory on deck and girder crushing

Publication: Research - peer-reviewJournal article – Annual report year: 1999

Standard

Experiments and theory on deck and girder crushing. / Simonsen, Bo Cerup; Ocakli, Hasan.

In: Thin-Walled Structures, Vol. 34, 1999, p. 195-216.

Publication: Research - peer-reviewJournal article – Annual report year: 1999

Harvard

APA

CBE

MLA

Vancouver

Author

Simonsen, Bo Cerup; Ocakli, Hasan / Experiments and theory on deck and girder crushing.

In: Thin-Walled Structures, Vol. 34, 1999, p. 195-216.

Publication: Research - peer-reviewJournal article – Annual report year: 1999

Bibtex

@article{8895dd2a92a74576982162217a00da25,
title = "Experiments and theory on deck and girder crushing",
author = "Simonsen, {Bo Cerup} and Hasan Ocakli",
year = "1999",
volume = "34",
pages = "195--216",
journal = "Thin-Walled Structures",
issn = "0263-8231",
publisher = "Pergamon",

}

RIS

TY - JOUR

T1 - Experiments and theory on deck and girder crushing

AU - Simonsen,Bo Cerup

AU - Ocakli,Hasan

PY - 1999

Y1 - 1999

N2 - This paper is concerned with theoretical and experimental analysis of deep plastic collapse of a deck or deep girder subjected to an in-plane, concentrated load. A theory is derived which is valid until initition of fracture in the structure. The presented experimental results show load-deflection curves and modes of deformation for decks, stringer decks and deep thin-walled beams subjected to central or excentric point loads between transverse frames. Based on theory and experiments, various modelling aspects of the local/global failure of the beams are discussed. The agreement between the theoretical closed form solutions and the experimental results is good.

AB - This paper is concerned with theoretical and experimental analysis of deep plastic collapse of a deck or deep girder subjected to an in-plane, concentrated load. A theory is derived which is valid until initition of fracture in the structure. The presented experimental results show load-deflection curves and modes of deformation for decks, stringer decks and deep thin-walled beams subjected to central or excentric point loads between transverse frames. Based on theory and experiments, various modelling aspects of the local/global failure of the beams are discussed. The agreement between the theoretical closed form solutions and the experimental results is good.

M3 - Journal article

VL - 34

SP - 195

EP - 216

JO - Thin-Walled Structures

T2 - Thin-Walled Structures

JF - Thin-Walled Structures

SN - 0263-8231

ER -