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Stress-strain relations in concrete

Gilchrist, J. / Evans, R.H. / Whitaker, T.

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)

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Stress-strain relations in concrete

Gilchrist, J. / Evans, R.H. / Whitaker, T.

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

Gilchrist, J. / Evans, R.H. / Whitaker, T.

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)

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Title:

Stress-strain relations in concrete

Additional title:

Surveyor

Contributors:

Gilchrist, J. (author) / Evans, R.H. (author) / Whitaker, T. (author)

Published in:

Publication date:

1932

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

© Metadata Copyright Elsevier B. V. All rights reserved.

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