Effect of force-temperature paths on behaviors of reinforced concrete flexural members

Journal of Structural Engineering

Volumn 128, Issue 3, 2002, Pages 365-373

  Shi, Xudong ^a   Tan, Teng Hooi ^b   Tan, Kang Hai ^b   Guo, Zhenhai ^a  

^a TSINGHUA UNIVERSITY   (China)

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Concrete reinforced; Fire resistance; Structural members; Temperature effects

Indexed keywords

BEAMS AND GIRDERS; BENDING STRENGTH; COMPRESSIVE STRENGTH; DETERIORATION; FIRE RESISTANCE; FORCE CONTROL; STRESS ANALYSIS; STRUCTURAL LOADS; STRUCTURAL MEMBERS; TENSILE STRESS; THERMAL EFFECTS; THERMAL EXPANSION;

CONCRETE CRACKING; FORCE REDISTRIBUTION; FORCE-TEMPERATURE PATHS; STEEL REINFORCEMENTS;

REINFORCED CONCRETE;

EID: 1642295273     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:3(365)     Document Type: Article

References (12)

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