Research Article
Jan 1972
Impact Resistance of Ferro-Cement
Publication: Journal of the Structural Division
Volume 98, Issue 1
Abstract
To facilitate rational design in this relatively new material, influence of matrix composition and wire mesh properties on impact and tensile strengths were studied. The possibility of increasing strength to weight ratio by substituting foamed lightweight sand for natural sand was investigated. Leakage tests were performed for specimens under tension and subjected to impact. Ductility of steel and specific surface of wire mesh appear to be the most important properties influencing cracking performance and thus the leakage rate. Lightweight sand gives the same tensile strength but lower compressive strength of ferro-cement specimens than those for natural sand. Ferro-cement can be designed to have tensile strength which is comparable to its compressive strength and it can be watertight under design conditions. Results suggest that it may be a potential material for construction of thin shells such as for boat hulls, for transportation of LNG and for deep submersibles.
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Published In
Journal of the Structural Division
Volume 98 • Issue 1 • January 1972
Pages: 111 - 123
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jan 1972
Published online: Feb 1, 2021
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Authors
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Surendra P. Shah, AM.ASCE
Assoc. Prof., Dept. of Materials Engrg., Univ. of Illinois at Chicago Circle, Chicago, Ill.
William H. Key Jr.
Lieutenant, United States Navy, S. R. F., Guam, M.I.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.