Yıl 2019, Cilt 7 , Sayı , Sayfalar 131 - 135 2019-11-24

Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups

Mustafa İrfan BIRINCIOGLU [1] , Guray ARSLAN [2]


The addition of steel fibres can be developed the mechanical properties and the crack control characteristics of concrete. In the last four decades, a lot of methods have been developed to estimate the shear strength of steel fiber reinforced concrete (SFRC) deep beams. In this study, seven different researchers’ predictions are compared with the test beams without stirrups. Although calculating of the shear strength of steel fiber reinforced concrete deep beams is a complex phenomenon, these researchers proposed different reasonable equations. Twenty nine beams has been obtained from existing sources of RC deep beam shear test results covering a wide range of beam properties and test methods. All the equations compared with their mean values, standard deviations and coefficient of variation. It is found that the equation proposed by Ashour et al. (1992) shows good agreement with regard to existing test results, giving the less coefficient of variation value than the other equations.
Reinforced concrete, Deep beam, Shear strength, Steel fiber
  • Ashour, S. R., Hasanain, G. S. & Wafa, F. F. (1992). Shear Behaviour of High-Strength Fiber-Reinforced Concrete Beams. ACI Structural Journal, 89(2), 176-184. Imam, M., Vandewalle, L. & Mortelmans F. (1994). Shear Capacity of Steel Fiber High-Strength Concrete Beams. High Perform Concrete, SP 149, American Concrete Institute, 227-241. Imam, M., Vandewalle, L., & Mortelmans, F. (1995). Shear–moment analysis of reinforced high strength concrete beams containing steel fibres. Canadian Journal of Civil Engineering, 22(3), 462-470. Khuntai, M., Stojadinovic, B. & Goel, S. (1999). Shear Strength of Normal and High-Strength Fiber-reinforced Concrete Beams without Stirrups. ACI Structural Journal, 96(2), 282-290. Kwak, Y., Eberhard, M. O., Kim, W. & Kim, J. (2002). Shear Strength of Steel Fiber-reinforced Concrete Beams without Stirrups. ACI Structural Journal, 99(4), 530-538. Li, V. C., Ward, R. & Hamza A. M. (1992). Steel and Synthetic Fibers as Shear Reinforcement. ACI Materials Journal, 89(5), 499-508. Lim T. Y., Paramasivam, P. & Lee, S. L. (1987). Shear and moment capacity of reinforced steel-fiber-concrete beams. Magazine of Concrete Research, 39(140), 148-160. Mansur, M. A., Ong, K. C. G. & Paramasivam, P. (1986). Shear Strength of Fibrous Concrete Beams without Stirrups. J. Struct. Eng., 112(9), 2066-2079. Narayanan, R., & Darwish, I. Y. S. (1987). Use of Steel Fibers as Shear Reinforcement. ACI Structural Journal, 84(3), 216-227. Sharma, A. K. (1986). Shear Strength of Steel Fiber Reinforced Concrete Beams. ACI Structural Journal, 83(4), 624-628.
Birincil Dil en
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Yazar: Mustafa İrfan BIRINCIOGLU
Kurum: Yıldız Technical University
Ülke: Turkey


Yazar: Guray ARSLAN
Kurum: Yıldız Technical University
Ülke: Turkey


Tarihler

Yayımlanma Tarihi : 24 Kasım 2019

Bibtex @araştırma makalesi { epstem653248, journal = {The Eurasia Proceedings of Science Technology Engineering and Mathematics}, issn = {}, eissn = {2602-3199}, address = {isresoffice@gmail.com}, publisher = {ISRES Organizasyon Turizm Eğitim Danışmanlık Ltd. Şti.}, year = {2019}, volume = {7}, pages = {131 - 135}, doi = {}, title = {Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups}, key = {cite}, author = {BIRINCIOGLU, Mustafa İrfan and ARSLAN, Guray} }
APA BIRINCIOGLU, M , ARSLAN, G . (2019). Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups. The Eurasia Proceedings of Science Technology Engineering and Mathematics , 7 () , 131-135 . Retrieved from https://dergipark.org.tr/tr/pub/epstem/issue/50288/653248
MLA BIRINCIOGLU, M , ARSLAN, G . "Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups". The Eurasia Proceedings of Science Technology Engineering and Mathematics 7 (2019 ): 131-135 <https://dergipark.org.tr/tr/pub/epstem/issue/50288/653248>
Chicago BIRINCIOGLU, M , ARSLAN, G . "Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups". The Eurasia Proceedings of Science Technology Engineering and Mathematics 7 (2019 ): 131-135
RIS TY - JOUR T1 - Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups AU - Mustafa İrfan BIRINCIOGLU , Guray ARSLAN Y1 - 2019 PY - 2019 N1 - DO - T2 - The Eurasia Proceedings of Science Technology Engineering and Mathematics JF - Journal JO - JOR SP - 131 EP - 135 VL - 7 IS - SN - -2602-3199 M3 - UR - Y2 - 2020 ER -
EndNote %0 The Eurasia Proceedings of Science Technology Engineering and Mathematics Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups %A Mustafa İrfan BIRINCIOGLU , Guray ARSLAN %T Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups %D 2019 %J The Eurasia Proceedings of Science Technology Engineering and Mathematics %P -2602-3199 %V 7 %N %R %U
ISNAD BIRINCIOGLU, Mustafa İrfan , ARSLAN, Guray . "Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups". The Eurasia Proceedings of Science Technology Engineering and Mathematics 7 / (Kasım 2019): 131-135 .
AMA BIRINCIOGLU M , ARSLAN G . Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups. EPSTEM. 2019; 7: 131-135.
Vancouver BIRINCIOGLU M , ARSLAN G . Evaluation of Shear Strength Approaches of SFRC Deep Beams without Stirrups. The Eurasia Proceedings of Science Technology Engineering and Mathematics. 2019; 7: 135-131.