%O cited By 0; Conference of 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016 ; Conference Date: 15 August 2016 Through 17 August 2016; Conference Code:180169
%J Engineering Challenges for Sustainable Future - Proceedings of the 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016
%L scholars7556
%D 2016
%R 10.1201/b21942-95
%K Environmental engineering; Fibers; High performance concrete; Hybrid materials; Offshore oil well production; Reinforced concrete; Reinforcement; Structural properties, Fiber reinforced; Flexural loads; High strength concretes; High-strength concrete beams; Hybrid fiber; Properties of fiber; Static loads; Strengthening materials, Concrete beams and girders
%X This investigation has been conducted to assess the static structural properties of high strength concrete (HSC) beams utilizing chopped basalt stands fiber (CBSF), hybrid fiber (HYF) of (CBSF+polyvinle fiber (PVAF)) and PVAF as internal strengthening materials. The effect of the three type fibers on the structural properties of HSC beams subjected to static loads has been done using three point�s flexural load. The test results showed that the yield and ultimate static flexural loads of fiber reinforced HSC beams were found to increase as compared to that of the control mixes. In addition, the middle-span deflection of HSC beams was found to increase as compared to that of plain HSC. © 2016 Taylor & Francis Group, London.
%P 467-472
%T Behaviour of structural properties of fiber reinforced high strength concrete beams subjected to static loads
%I CRC Press/Balkema
%A N. Shafiq
%A M.F. Nuruddin
%A A.E.A. Elshekh