@article{(Open Science Index):https://publications.waset.org/pdf/10003781,
	  title     = {Development of Tensile Stress-Strain Relationship for High-Strength Steel Fiber Reinforced Concrete},
	  author    = {H. A. Alguhi and  W. A. Elsaigh},
	  country	= {},
	  institution	= {},
	  abstract     = {This paper provides a tensile stress-strain (σ-ε) relationship for High-Strength Steel Fiber Reinforced Concrete (HSFRC). Load-deflection (P-δ) behavior of HSFRC beams tested under four-point flexural load were used with inverse analysis to calculate the tensile σ-ε relationship for various tested concrete grades (70 and 90MPa) containing 60 kg/m3 (0.76 %) of hook-end steel fibers. A first estimate of the tensile (σ-ε) relationship is obtained using RILEM TC 162-TDF and other methods available in literature, frequently used for determining tensile σ-ε relationship of Normal-Strength Concrete (NSC) Non-Linear Finite Element Analysis (NLFEA) package ABAQUS® is used to model the beam’s P-δ behavior. The results have shown that an element-size dependent tensile σ-ε relationship for HSFRC can be successfully generated and adopted for further analyses involving HSFRC structures.},
	    journal   = {International Journal of Civil and Environmental Engineering},
	  volume    = {10},
	  number    = {2},
	  year      = {2016},
	  pages     = {190 - 196},
	  ee        = {https://publications.waset.org/pdf/10003781},
	  url   	= {https://publications.waset.org/vol/110},
	  bibsource = {https://publications.waset.org/},
	  issn  	= {eISSN: 1307-6892},
	  publisher = {World Academy of Science, Engineering and Technology},
	  index 	= {Open Science Index 110, 2016},
	}