摘要
根据裂缝的粘结滑移理论和无滑移理论 ,通过对工程检测实例的分析 。
Based upon the bond stress slip theory and no slide theory of cracks and analysis of some practical engineering detection results some design and construction suggestions are proposed to prevent the super wide cracks of reinforced concrete members in blending reinforced by cold rolled and twisted bars.
出处
《山西建筑》
2003年第7期38-39,共2页
Shanxi Architecture
