@article{MAKHILLJEAS2019141017829,
    title = {High Temperature Effect on Shear Transfer Strength of Steel Fiber
Reinforced Self-Compacted Concrete},
    journal = {Journal of Engineering and Applied Sciences},
    volume = {14},
    number = {10},
    pages = {3158-3174},
    year = {2019},
    issn = {1816-949x},
    doi = {jeasci.2019.3158.3174},
    url = {https://makhillpublications.co/view-article.php?issn=1816-949x&doi=jeasci.2019.3158.3174},
    author = {Ola Adel and},
    keywords = {shear strength and finite element,temperature,push-off test,steel fiber,Self-compacted concrete,push-off test},
    abstract = {Effect of micro steel fiber under exposition to the raised temperatures was studied on shear  transformation strength of Self-Compacting Concrete (SCC) experimentally, analytically and numerically by the  push-off test. Four groups of 27 testing specimens were performed. Three groups were heated to room  temperature, 100, 200, 400, 600 and 800&deg;C. The main adopted variables were fiber percentage with the volume  fraction of 0, 1.0 and 2.0% and area of reinforcement which perpendicular to shear plane &rho;<sub>vfy</sub>. The experimental  results show that steel fiber increases shear strength and higher shear reinforcement retained higher strength  values after exposure to temperatures. A newly introduced comparison equation was concluded based on the  theoretical and analytical study of experimental data and available data from other researchers based on  different variables, compressive strength, fibers factor, area of reinforcement. Proposed equation and finite  element results show good agreement for the direct shear strength with experimental results.}
    }