首页> 外文会议>Sixth International Symposium on Brittle Matrix Composites BMC6, Oct 9-11, 2000, Warsaw, Poland >TENSILE STRENGTH OF MEDIUM AND HIGH STRENGTH FIBER REINFORCED CONCRETE: A COMPARISON OF DIFFERENT TESTING TECHNIQUES
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TENSILE STRENGTH OF MEDIUM AND HIGH STRENGTH FIBER REINFORCED CONCRETE: A COMPARISON OF DIFFERENT TESTING TECHNIQUES

机译:中强度和高强度纤维增强混凝土的抗拉强度:不同测试技术的比较

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摘要

The present work examines the behavior of fiber reinforced concretes of different strengths, subjected to tensile tests. The results obtained using direct tensile tests carried out on dog-bone specimens are compared with the results obtained using indirect tensile tests (split cylinder tests and four point bending tests). The results obtained show the effectiveness of fibers in reinforcing cementitious matrices both in terms of strength and energy dissipative capacities. In the case of plain concrete the applicability of relationships recently introduced in normative codes to correlate tensile and compressive strengths is verified. For fiber reinforced concretes, the relationships recently introduced in international recommendations for correlating tensile strength with characteristic fiber parameters are verified on the basis of the experimental data obtained.
机译:本工作检查了不同强度的纤维增强混凝土的性能,并进行了拉伸试验。将对犬骨样本进行直接拉伸试验获得的结果与间接拉伸试验(剖分圆柱试验和四点弯曲试验)获得的结果进行比较。所得结果表明,纤维在强度和能量耗散能力方面都在增强水泥基中是有效的。在普通混凝土的情况下,验证了规范代码中最近引入的将抗拉强度和抗压强度相关联的关系的适用性。对于纤维增强混凝土,根据获得的实验数据,验证了国际建议中最近引入的将拉伸强度与纤维特性参数关联的关系。

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