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Behavior of mild steel and high tensile steel used as untensioned reinforcement in partially prestressed concrete members were compared; from tests conducted it was concluded that judicious combination of both mild steel and high tensile steel as untensioned reinforcement would further improve behavior of partially prestressed concrete structural members.
Behavior of mild steel and high tensile steel used as untensioned reinforcement in partially prestressed concrete members were compared; from tests conducted it was concluded that judicious combination of both mild steel and high tensile steel as untensioned reinforcement would further improve behavior of partially prestressed concrete structural members.
Partially Prestressed Concrete Structures
Ultimate Load Design of Concrete Structures -- Proc of Symp
Veeraiah, C. (author)
Proceedings of the Symposium on Ultimate Load Design of Concrete Structures ; 1967
1967
5 pages
Conference paper
English
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