Analysis of shear capacity of lightweight concrete beams-Reference-Cited by-同舟云学术

Analysis of shear capacity of lightweight concrete beams

Published:2007-01 Issue:1-2 Volume:74 Page:179-193
ISSN:0013-7944
Container-title:Engineering Fracture Mechanics
language:en
Short-container-title:Engineering Fracture Mechanics

Author:

Basche H.D.,Rhee I.,Willam K.J.,Shing P.B.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference14 articles.

1. Keller C. Querkrafttragverhalten von Biegebauteilen. University of Leipzig. Dissertation-thesis; 2004.

2. Size effect on diagonal shear failure of beams without stirrups;Bažant;ACI Struct J,2003

3. Walraven J. The influence of depth on the shear strength of lightweight concrete beams without shear reinforcement/Stevin Laboratory. Delft University of Technology, Report 5-78-4; 1978.

4. Basche HD, Keller C. Analysis of wedge-splitting tests and shear beam made of ALWAC using interface elements, LACER 8, University of Leipzig; 2003.

5. Spencer BW. Finite elements with embedded discontinuities for modeling reinforced concrete members. Ph.D.-thesis. University of Colorado at Boulder; 2002.

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