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Coupled Effects of Concrete Shrinkage, Creep, and Cracking on the Performance of Postconnected Prestressed Steel-Concrete Composite Girders
Coupled Effects of Concrete Shrinkage, Creep, and Cracking on the Performance of Postconnected Prestressed Steel-Concrete Composite Girders
Coupled Effects of Concrete Shrinkage, Creep, and Cracking on the Performance of Postconnected Prestressed Steel-Concrete Composite Girders
Tong, Teng (Autor:in) / Yu, Qiang (Autor:in) / Su, Qingtian (Autor:in)
Journal of bridge engineering ; 23 ; 04017145-04017145
01.01.2018
1 pages
Aufsatz (Zeitschrift)
Englisch
DDC:
624/.2/05
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Design of prestressed steel-concrete composite girders
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|Long-term effects due to creep and shrinkage on prestressed concrete bridge girders using SCC
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