摘要
根据38根钢筋钢纤维混凝土轴拉构件的试验结果，分析了影响构件裂缝开展的因素，提出了钢筋钢纤维混凝土轴拉构件的裂缝宽度计算模式。并用试验资料对公式中的参数进行回归分析，得出了钢筋钢纤维混凝土轴拉构件裂缝宽度的计算方法，该方法可供筒仓结构设计参考。
Based on the axial tension test results of 38 concrete members reinforced with steel bars andfibers, the factors affecting the crack width of the members have been analyzed and the formulasfor calculating the crack width have been proposed- The parameters of the formulas are obtainedby means of regression analysis of the test data. The proposed formulas may be used as references -in the design of cylindrical storage structures.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1997年第3期2-10,21,共10页
Journal of Building Structures
