Author:
Arce Gabriel,Noorvand Hassan,Hassan Marwa,Rupnow Tyson,Hungria Ricardo
Abstract
The objective of this study was to evaluate the feasibility of a cost-effective Engineered Cementitious Composite (ECC) with low fiber content (1.5% volume fraction) for pavement application. The ECC material studied was evaluated in compression, uniaxial tension and bending. In addition, flexural fatigue performance was evaluated. The cost-effective ECC material evaluated in this study exhibited a compressive strength of 37.6 MPa, a tensile ductility of 2.61%, and a flexural strength of 9.58 MPa. Moreover, the ECC material exhibited an equivalent flexural fatigue life to that of concrete at approximately two times the applied stress. Based on the experimental findings, it was shown that the cost-effective ECC materials with low fiber content can be promising for pavement application.
Reference22 articles.
1. Qian S., and Li V.C., (2008). Durable Pavement with ECC. 1st International Conference on Microstructure Related Durability of Cementitious Composites, (October), 535–543.
2. Low E Modulus Early Strength Engineered Cementitious Composites Material
3. Li M.L. and V.C., (2009). Influence of Material Ductility on Performance of Concrete Repair. ACI Materials Journal, 419–428.
Cited by
20 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献