A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 Surveyor v 81 n 2102 May 6 1932 p 483)
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 Surveyor v 81 n 2102 May 6 1932 p 483)
Stress-strain relations in concrete
Concrete Constr Eng
Gilchrist, J. (author) / Evans, R.H. (author) / Whitaker, T. (author)
1932
2 pages
Article (Journal)
English
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Stress-strain relations in concrete
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