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Flexural behavior of prestressed, partially prestressed, and reinforced concrete beams
Beams of same size and virtually same ultimate capacity were loaded to failure; deflections and strain were measured during storage period of approximately 4 mo; loads, deflections, strains, and maximum crack widths were measured during testing; wide range of behavior of reinforced concrete (limits of which are represented by fully prestressed and conventionally reinforced concrete) that may be obtained by varying prestressing force is illustrated.
Flexural behavior of prestressed, partially prestressed, and reinforced concrete beams
Beams of same size and virtually same ultimate capacity were loaded to failure; deflections and strain were measured during storage period of approximately 4 mo; loads, deflections, strains, and maximum crack widths were measured during testing; wide range of behavior of reinforced concrete (limits of which are represented by fully prestressed and conventionally reinforced concrete) that may be obtained by varying prestressing force is illustrated.
Flexural behavior of prestressed, partially prestressed, and reinforced concrete beams
Am Concrete Inst -- J
Hutton, S.G. (author) / Loov, R.E. (author)
1966
24 pages
Article (Journal)
English
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