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Research article

First published 2010-3

Buckling of laser-welded sandwich panels: Ultimate strength and experiments

H Kolsters, D Zenkert

Proceedings of the Institution of Mechanical Engineers,Part M: Journal of Engineering for the Maritime Environment

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Research article

First published 2001-7

A Design Model for Local Web Buckling in Tapered Composite Beams

P. C. G. da S. Vellasco, R. E. Hobbs

Advances in Structural Engineering

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Research article

First published 2006-6

Buckling of laser-welded sandwich panels. Part 2: Elastic buckling normal to the webs

H Kolsters, D Zenkert

Proceedings of the Institution of Mechanical Engineers,Part M: Journal of Engineering for the Maritime Environment

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Research article

First published 2000

Bridge Girders with Corrugated Webs

Mohamed Elgaaly, Anand Seshadri, Roberto Rodriquez [...]

Transportation Research Record: Journal of the Transportation Research Board

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Research article

First published 2006-6

Buckling of laser-welded sandwich panels. Part 1: Elastic buckling parallel to the webs

H Kolsters, D Zenkert

Proceedings of the Institution of Mechanical Engineers,Part M: Journal of Engineering for the Maritime Environment

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Research article

First published 2014-2

High temperatures and bridges: Transverse stiffeners in steel girder fire performance

J.D. Glassman, M.E.M. Garlock

Bridge Structures

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Research article

First published 2003

Effects of Distortion on Strength of Curved I-Shaped Bridge Girders

James S. Davidson, Chai H. Yoo

Transportation Research Record: Journal of the Transportation Research Board

Search results

Buckling of laser-welded sandwich panels: Ultimate strength and experiments

A Design Model for Local Web Buckling in Tapered Composite Beams

Buckling of laser-welded sandwich panels. Part 2: Elastic buckling normal to the webs

Bridge Girders with Corrugated Webs

Buckling of laser-welded sandwich panels. Part 1: Elastic buckling parallel to the webs

High temperatures and bridges: Transverse stiffeners in steel girder fire performance

Effects of Distortion on Strength of Curved I-Shaped Bridge Girders