Ultimate Shear Load Capacity of Cross-sectional Curved Steel Webs

Author:

Van Staen Gilles1,Fang Heng1,Van Bogaert Philippe1,De Backer Hans1

Affiliation:

1. Department of Civil Engineering, Ghent University, Ghent, Belgium.

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. Reis A, Pedro JO, Graça AB, Hendy C, Romoli P, Simões da Silva L, Martins JP. Report on the characterization of relevant parameters of curved plated bridge structures and identification of bridge cases where they can be found, RFCS Research Project OUBURST (RFCS-2015-709782): Deliverable 2.1, 2017.

2. Behaviour of thin-walled curved steel plates under generalised in-plane stresses: A review

3. Batdorf SB, Stein M, Schildcrout M. Critical Shear Stress of Curved Rectangular Panels. NACA TN No. 1348, 1947.

4. Buckling and postbuckling behavior of unstiffened slender curved plates under uniform shear

5. Ultimate load of cylindrically curved steel panels under pure shear

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