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Ultimate strength of nonrectangular structural concrete members
Test data demonstrate applicability of fundamental plasticity concepts to nonrectangular members as derived from test results of rectangular structural concrete members; flexural tests of symmetrical beams with triangular shaped concrete compression zones, and of unsymmetric T-beams; 2 theories are discussed; one is general and is intended for research purposes, other is based on equivalent rectangular stress distribution and is for practical design.
Ultimate strength of nonrectangular structural concrete members
Test data demonstrate applicability of fundamental plasticity concepts to nonrectangular members as derived from test results of rectangular structural concrete members; flexural tests of symmetrical beams with triangular shaped concrete compression zones, and of unsymmetric T-beams; 2 theories are discussed; one is general and is intended for research purposes, other is based on equivalent rectangular stress distribution and is for practical design.
Ultimate strength of nonrectangular structural concrete members
Am Concrete Inst -- J
Mattock, A.H. (Autor:in) / Kriz, L.B. (Autor:in)
1961
30 pages
Aufsatz (Zeitschrift)
Englisch
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Ultimate Strength on Nonrectangular Structural Concrete Members
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