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This paper reviews the results of recent laboratory research studies focusing on the behavior of hybrid fiber Engineered Cementitious Composite (ECC) panels subjected to low- and high-velocity projectile impact.
This paper reviews some of the recent research work focusing on assessing the performance of hybrid fiber Engineered Cementitious Composite (ECC) materials in a number of potential structural applications.
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Textile and fiber engineers must expand their knowledge base beyond the traditional concepts and should work with other groups within their organization such as manufacturers and marketing personnel to meet the overall objectives of a product development project.
The first instinct of the technology student or fiber engineer is to assume that non-woven ballistic-resistant armor is a relatively new idea, since the machine technology to produce it postdates that of weaving and knitting by a considerable time period.
A methodology is proposed to measure the micro-fiber distribution of high tenacity polypropylene fiber reinforced engineered cementitious composites (HTPP-ECC).
The feasibility of developing a fiber reinforced engineered geopolymer composite (EGC) exhibiting strain hardening behavior under uni-axial tension has been recently demonstrated.
The pseudo strain-hardening behavior of fiber reinforced engineered cementitious composites (ECC) is a desirable characteristic for it to act as a substitute for concrete to suppress brittle failure.
The results of the second part of a comprehensive experimental program, aimed at investigating the behavior of masonry infilled reinforced concrete (RC) frames strengthened with fiber reinforced engineered cementitious composites (ECC) used as an overlay on the masonry wall, are presented in this paper.
This paper presents an experimental study on the potential applications of the fiber reinforced engineered cementitious composite with characteristic of low drying shrinkage (LSECC) in concrete pavements for the purpose of eliminating joints that are normally used to accommodate temperature and shrinkage deformation.
This paper investigates experimentally the impact resistance of a new hybrid-fiber Engineered Cementitious Composite (ECC) material reinforced with 1.75% polyvinyl alcohol fiber and 0.58% steel fibers.
The behavior under impact loading of an innovative hybrid fiber-reinforced engineered cementitious composite incorporating short randomly dispersed shape memory alloy (HECC-SMAF) and PVA fibers was explored using a drop weight impact test.
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