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Stress-strain relations in concrete
Tests of 2-in. × 2-in. concrete column allowed to stand for long time at given load, until plastic yield was reduced to very small fraction of its initial value; stress-strain diagram for column subjected to long and continued high loading becomes ultimately concave to stress axis. Before Instn-Civ Engrs. (see also Concrete and Constr Eng v 27 n 7 July 1932 p 422-3)
Stress-strain relations in concrete
Tests of 2-in. × 2-in. concrete column allowed to stand for long time at given load, until plastic yield was reduced to very small fraction of its initial value; stress-strain diagram for column subjected to long and continued high loading becomes ultimately concave to stress axis. Before Instn-Civ Engrs. (see also Concrete and Constr Eng v 27 n 7 July 1932 p 422-3)
Stress-strain relations in concrete
Surveyor
Gilchrist, J. (Autor:in) / Evans, R.H. (Autor:in) / Whitaker, T. (Autor:in)
Surveyor ; 81
1932
Aufsatz (Zeitschrift)
Englisch
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Stress-strain relations in concrete
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