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Stress distribution affects ultimate tensile strength

Blackman, J.S. / Smith, G.M. / Young, L.E.

Concrete mortar specimens subjected to combinations of axial, eccentric, and flexural loads to produce different patterns of stress distribution; stress-strain relation in tension is essentially linear to failure; regions of weakness result from: microscopic voids in paste, macroscopic voids in mortar, imperfect bond of paste and aggregate, and imperfections in aggregate.

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Stress distribution affects ultimate tensile strength

Blackman, J.S. / Smith, G.M. / Young, L.E.

Concrete mortar specimens subjected to combinations of axial, eccentric, and flexural loads to produce different patterns of stress distribution; stress-strain relation in tension is essentially linear to failure; regions of weakness result from: microscopic voids in paste, macroscopic voids in mortar, imperfect bond of paste and aggregate, and imperfections in aggregate.

Stress distribution affects ultimate tensile strength

Blackman, J.S. / Smith, G.M. / Young, L.E.

Concrete mortar specimens subjected to combinations of axial, eccentric, and flexural loads to produce different patterns of stress distribution; stress-strain relation in tension is essentially linear to failure; regions of weakness result from: microscopic voids in paste, macroscopic voids in mortar, imperfect bond of paste and aggregate, and imperfections in aggregate.

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Title:

Stress distribution affects ultimate tensile strength

Additional title:

Am Concrete Inst -- J

Contributors:

Blackman, J.S. (author) / Smith, G.M. (author) / Young, L.E. (author)

Published in:

American Concrete Institute -- Journal ; 30

Publication date:

1958

Size:

6 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Concrete testing

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

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