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Investigation of prestressed reinforced concrete for highway bridges -- 4
Experimental study described was concerned with effect of web reinforcement on strength and behavior of prestressed concrete beams; variables included in test program were -- shape of cross section, prestress level, amount of longitudinal reinforcement, length of shear span, moving loads, concrete strength, and amount and properties of web reinforcement; beams with both straight and draped longitudinal reinforcement were tested; various observed patterns of behavior are classified and procedures are developed to predict inclined cracking load and amount of web reinforcement required to develop flexural failure.
Investigation of prestressed reinforced concrete for highway bridges -- 4
Experimental study described was concerned with effect of web reinforcement on strength and behavior of prestressed concrete beams; variables included in test program were -- shape of cross section, prestress level, amount of longitudinal reinforcement, length of shear span, moving loads, concrete strength, and amount and properties of web reinforcement; beams with both straight and draped longitudinal reinforcement were tested; various observed patterns of behavior are classified and procedures are developed to predict inclined cracking load and amount of web reinforcement required to develop flexural failure.
Investigation of prestressed reinforced concrete for highway bridges -- 4
Illinois. Univ -- Eng Experiment Station -- Bul
Olesen, S.O. (author) / Sozen, M.A. (author) / Siess, C.P. (author)
1967
46 pages
Article (Journal)
English
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Field investigation of prestressed reinforced concrete highway bridges
Engineering Index Backfile | 1967
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