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Flexural behavior of engineered cementitious composite (ECC) slabs with polyvinyl alcohol fibers

机译:聚乙烯醇纤维工程水泥复合材料板的抗弯性能

摘要

This paper investigates the effects of polyvinyl alcohol (PVA) fibers on the toughness, compressive and flexural strength of engineered cementitious composite (ECC) cubes and slabs. The key parameter discussed in this study is the reinforcing index. To evaluate the strain-hardening behavior of ECC with different PVA fiber contents, tests were conducted in direct tension. Flexural toughness was also evaluated following ASTM C 1018 procedure and post-cracking strength technique (PCSm). Results showed that the compressive strength decreases as the reinforcing index increases in a nonlinear trend. By increasing the reinforcing index, the first crack load decreases and ultimate strength slightly increases. Furthermore, a significant increase in the first crack strength was obtained by an excess value 1000 of the reinforcing index. There is a significant increase in the deflection at ultimate load and the deflection at failure as the reinforcing index increases in a linear manner. The strain-hardening and multiple cracking behavior were observed for slabs with reinforcing indices higher than 316 whereas the softening behavior was observed for lesser values. The ECC PVA slabs did not attain the desired ductility due to the rupture of PVA fibers. A significant increase has occurred to the toughness indices I-20, I-30 and I-40 with the increase in reinforcing index. Moreover, the indices exceed the limitations considered. A new definition as an extension to the definition given in ASTM C 1018 was proposed for ECC PVA material according to the observed results. All the residual strength factors increased as the reinforcing index increases which indicates a higher amount of strength retained. The PCS60 values increased with increase in the reinforcing indices. Thus, the increase in PCS60 values indicates higher flexural performance, better ductility and energy absorption capacity for slabs. (C) 2014 Elsevier Ltd. All rights reserved.
机译:本文研究了聚乙烯醇(PVA)纤维对工程水泥复合材料(ECC)立方体和平板的韧性,抗压和抗弯强度的影响。本研究中讨论的关键参数是增强指标。为了评估不同PVA纤维含量的ECC的应变硬化行为,在直接拉伸下进行了测试。还按照ASTM C 1018程序和开裂后强度技术(PCSm)评估了挠曲韧性。结果表明,随着增强指数的增加,抗压强度呈非线性趋势下降。通过增加增强指数,第一裂纹载荷降低,极限强度略有提高。此外,通过超过1000的增强指数获得了第一裂纹强度的显着提高。随着增强指数以线性方式增加,极限载荷下的挠度和破坏时的挠度显着增加。对于增强指数高于316的板,观察到应变硬化和多次开裂行为,而对于较小的值,则观察到软化行为。 ECC PVA平板由于PVA纤维断裂而无法获得所需的延展性。随着增强指数的增加,韧性指数I-20,I-30和I-40发生了显着增加。而且,这些指标超出了所考虑的限制。根据观察到的结果,对ECC PVA材料提出了新定义,作为对ASTM C 1018中定义的扩展。所有残余强度因子都随增强指数的增加而增加,这表明保留了更高的强度。 PCS60值随增强指数的增加而增加。因此,PCS60值的增加表明板的抗弯性能更高,延展性和能量吸收能力更好。 (C)2014 Elsevier Ltd.保留所有权利。

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