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Development length for large high strength reinforcing bars
Investigation reports on 33 No. 11 bar beams and seven No. 18S bar beams, all of ASTM A431 steel having yield stress above 75 kips/sq in. minimum; bar cover, beam width, stirrup ratio, development length, and depth of concrete cast below bar were primary variables; diagonal tension limitations, at much lower stresses than expected, complicated tests and possibly lowered recorded bond values.
Development length for large high strength reinforcing bars
Investigation reports on 33 No. 11 bar beams and seven No. 18S bar beams, all of ASTM A431 steel having yield stress above 75 kips/sq in. minimum; bar cover, beam width, stirrup ratio, development length, and depth of concrete cast below bar were primary variables; diagonal tension limitations, at much lower stresses than expected, complicated tests and possibly lowered recorded bond values.
Development length for large high strength reinforcing bars
Am Concrete Inst -- J
Ferguson, P.M. (author) / Thompson, J.N. (author)
1965
23 pages
Article (Journal)
English
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