TY  - CONF
PB  - CRC Press/Balkema
SN  - 9781138029781
Y1  - 2016///
EP  - 472
A1  - Shafiq, N.
A1  - Nuruddin, M.F.
A1  - Elshekh, A.E.A.
UR  - https://www.scopus.com/inward/record.uri?eid=2-s2.0-85009801535&doi=10.1201%2fb21942-95&partnerID=40&md5=925a62a630a9950f419d966bf4c1793f
AV  - none
ID  - scholars7556
SP  - 467
TI  - Behaviour of structural properties of fiber reinforced high strength concrete beams subjected to static loads
KW  - Environmental engineering; Fibers; High performance concrete; Hybrid materials; Offshore oil well production; Reinforced concrete; Reinforcement; Structural properties
KW  -  Fiber reinforced; Flexural loads; High strength concretes; High-strength concrete beams; Hybrid fiber; Properties of fiber; Static loads; Strengthening materials
KW  -  Concrete beams and girders
N2  - 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 pointâ??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.
N1  - 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
ER  -