钢筋钢纤维混凝土梁正截面抗裂计算方法

Calculating Method of Crack-resistant Capacity of Steel Fiber Reinforced Concrete Beams

在试验研究的基础上 ,进行理论分析 ,并根据建立的钢筋钢纤维混凝土梁的正截面抗裂计算模型 ,结合试验数据 ,提出正截面抗裂计算公式 .

Based on the experimental results, the theoretical analysis is made. According to the calculating model of the crack resistant capacity of steel fiber reinforced concrete beams, the calculating formulae are put forward in conjunction with the test data.