摘要
为了研究水下不分散混凝土结构的性能,进行了水下不分散混凝土配筋梁与普通钢筋混凝土配筋梁的抗弯性能对比试验.试验结果表明,水下不分散混凝土配筋梁的抗弯性能与普通钢筋混凝土配筋梁的抗弯性能接近.因此,可以用计算普通钢筋混凝土梁受弯的理论计算水下不分散混凝土配筋梁的受弯.
In order to study the performance of non-dispersible underwater concrete structures,the comparison experiments of bending performance between non-dispersible underwater reinforced concrete beams and the common reinforced concrete ones were carried out. The experimental results show that the bending performance of non-dispersible underwater reinforced concrete beams and the common reinforced concrete ones are similar. Hence, the bending of reinforced non-dispersible underwater concrete beams can be calculated by the bending theory of ordinary reinforced concrete beams.
出处
《交通科学与工程》
2010年第3期56-59,94,共5页
Journal of Transport Science and Engineering
基金
国家自然科学基金项目(50708011)
关键词
水下不分散混凝土
配筋梁
抗弯性能
试验
non-dispersible underwater concrete
reinforced beams
bending performance
experiment
作者简介
仲伟秋（1974-），男，大连理工大学讲师，博士
