Research Article
May 1976
Ferrocement-Behavior in Tension and Compression
Authors: Colin D. Johnston and Samir G. MattarAuthor Affiliations
Publication: Journal of the Structural Division
Volume 102, Issue 5
Abstract
The results of the program are derived from 23 uniaxial tension tests on specimens measuring 36 x 4 x 0.5-in. to 1.5-in. thick (914 x 102 x 13-mm to 38-mm) and from 25 compression tests on 11.5 x 4 x 4-in. (292 x 102 x 102-mm) columns, half mortar throughout and half with a 11.5 x 2.5 x 2.5-in. (292 x 102 x 102-mm) polystyrene core. Variables include the type, amount, strength, and orientation of the reinforcement. In uniaxial tension, the results for two types of expanded metal and one of welded wire mesh show expanded metal to be superior from the point of view of strength, stiffness, and crack development. In compression, welded mesh is much superior because expanded metal is rendered completely ineffective as lateral reinforcement by its tendency to undergo a scissors action under axial load. Geometry and orientation of the reinforcement are mainly responsible for the major differences in performance observed for both tension and compression.
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Published In
Journal of the Structural Division
Volume 102 • Issue 5 • May 1976
Pages: 875 - 889
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: May 1976
Published online: Feb 1, 2021
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Colin D. Johnston
Assoc. Prof., of Civ. Engrg., Univ. of Calgary, Calgary, Alberta, Canada
Samir G. Mattar
Research Engr., Dept. of Civ. Engrg., Concordia Univ., Montreal, Canada; formerly, Grad. Student in Civ. Engrg., Univ. of Calgary, Calgary, Alberta, Canada
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