Uniaxial direct tensile experiments were carried out to obtain tensile strength of selfstressingconcrete reinforced with steel bar and fiber.
通过直接拉伸试验，测量了配筋钢纤维自应力混凝土的抗拉强度。
2
Based on the direct tension test, the characteristics of tension stress-strain full curves of steel fiber reinforced self-stressingconcrete were investigated.
通过直接拉伸试验研究了不同自应力等级下的钢纤维自应力混凝土的受拉应力-应变全曲线特征。
3
The experimental results show that steel fiber reinforced self-stressingconcrete can significantly increase the cracking load of penstock.