摘要
通过对21根Φ16月牙纹钢筋、45根12及8光圆钢筋、24根s5高强碳素钢丝高温下的力学性能试验,研究了预应力钢筋和非预应力钢筋的力学性能在高温下的变化规律。所得结论对研究火灾中钢筋混凝土构件的承载力具有重要意义。
In this paper ,21 pieces of ribbed rebar 16 in diameter,45 pieces of smooth circle rebar 12 and 8 in diameter and 24 pieces of high strength carbon steel wire s5 in diameter are tested on mechanical behaviors under high temperature.The laws of variation of mechanical behaviors with the temperature are investigated for prestressed steel and non_prestressed steel.The conclusions obtained in this paper are significant for research of the loading capacity of reinforced concrete members under the condition of fire catastrophe.
出处
《重庆建筑大学学报》
CSCD
1998年第4期73-77,105,共6页
Journal of Chongqing Jianzhu University
基金
国家自然科学基金
关键词
预应力
非预应力
钢筋
力学性能
钢筋混凝土结构
prestressed steel, non_prestressed steel, high temperature, mechanical behavior