Strength of Reinforced Concrete under the Action of Combined Stresses, and the Representation of the Criterion of Failure by a Space Model-Reference-Cited by-同舟云学术

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Strength of Reinforced Concrete under the Action of Combined Stresses, and the Representation of the Criterion of Failure by a Space Model

Published:1952-04 Issue:4303 Volume:169 Page:663-663
ISSN:0028-0836
Container-title:Nature
language:en
Short-container-title:Nature

Author:

COWAN HENRY J.

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

http://www.nature.com/articles/169663a0.pdf

Reference5 articles.

1. Leon, A., Der Bauingenieur, 15, 318 (1934).

2. Richart, F. E., Brandtzaeg, A., and Brown, R. L., Univ. Illinois Eng. Exp. Sta. Bull. No. 185 (1928).

3. Balmer, G. G., U.S. Dept. Int., Bur. Reclamation, Struct. Res. Lab. Rep. No. SP.23 (1949).

4. Fisher, D., Ph.D. (Civ. Eng.) thesis, Univ. London (1950).

5. Nylander, H., Statens Kommitté för Bygnadsforsking, Medd., No. 3 (Stockholm, 1945).

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2. Theoretical model for the mechanical behavior of prestressed beams under torsion;Cogent Engineering;2014-08-08

3. Torsional damage of concrete beams with softening behaviour;Theoretical and Applied Fracture Mechanics;1995-01

4. Torsional analysis of flanged concrete elements with tension softening;Computers & Structures;1995-01

5. Brittle fracture and failure criteria of particulate composites;15th Structural Dynamics and Materials Conference;1974-04-17

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