Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion-Reference-Cited by-同舟云学术

Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion

Published:2013-04 Issue: Volume:49 Page:190-201
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bernardo L.F.A.,Lopes S.M.R.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. Plastic rotation capacity of high-strength concrete beams;Lopes;RILEM Mater Struct,2003

2. Ductility analysis of prestressed concrete beams with unbonded tendons;Du;Eng Struct,2008

3. Neutral axis depth versus flexural ductility in high strength concrete beams;Bernardo;ASCE J Struct Eng,2004

4. Vecchio FJ, Collins MP. Stress–strain characteristics of reinforced concrete in pure shear. In: IABSE colloquium. Adv Mech Reinf Concr. Delft. Final report; 1981. p. 211–25.

5. Belarbi A, Hsu TC. Constitutive laws of softened concrete in biaxial tension–compression. Research report UHCEE 91-2. Univ. of Houston, Houston, Texas; 1991.

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