摘要
分析了混凝土梁侧出现温度收缩裂缝的原因,进而分析了梁侧构造钢筋对混凝土开裂的有利作用,验证了混凝土规范对梁侧构造钢筋的有关规定,最后采用ANSYS软件分析了降温时钢筋混凝土梁的应变云图,以此进一步验证了上述结论.
The reason why the temperature-shrinkage crack occurs in the reinforced concrete beam is researched,then the beneficial influence of the construction steel in the both sides of the beam on resistance crack is analyzed. The relevant requirements in the concrete code to the construction steels are verified. Finally, according to the ANSYS software, the strain clouds of the reinforced concrete beam are discussed when dropping the temperature, from which the research conclusions are fui'ther tested.
出处
《华东交通大学学报》
2008年第5期21-27,共7页
Journal of East China Jiaotong University
基金
华东交通大学科研基金资助项目(01305109)
关键词
温度应力
构造钢筋
温度收缩
temperature stress
construction steel
temperature-shrinkage