Araştırma Makalesi
BibTex RIS Kaynak Göster
Yıl 2019, Cilt: 7 , 117 - 122, 24.11.2019

Öz

Kaynakça

  • American Concrete Institute Committee 318 (ACI 318). (1995). Building Code Requirements for Structural Concrete (ACI 318M-95) and Commentary. Farmington Hills, MI. ACI (American Concrete Institute). (2002). ACI 318: Building Code Requirements for Structural Concrete (ACI 318M-02) and Commentary. Farmington Hills, MI. Alacalı, S., & Arslan, G. (2018). Assessment of the strength reduction factor in predicting the flexural strength, Journal of Theoretical and Applied Mechanics, 56, 4, pp. 1043-1053. American Concrete Institute Committee 318 (ACI 318). (2011). Building Code Requirements for Structural Concrete (ACI 318M-11) and Commentary. Farmington Hills, MI. Ang, A.H.S., & Tang, W.H. (1984). Probability concepts in engineering planning and design. V.II, Decision, risk, and reliability, Wiley, New York. Arslan, G., Alacalı, S.N., & Sagiroglu, A. (2015). The investigation of the strength reduction factor in predicting the shear strength. Journal of Theoretical and Applied Mechanics 53, 2, pp.371-381, Warsaw ASCE-ACI 426. (1973). The shear strength of reinforced concrete members. Proc Am Soc Civil Eng, 99; ST6, 1091–1187. Chang, E.H. (2009). Shear and Bond Behaviour of Reinforced Fly Ash-Based Geopolymer Concrete Beams. Doctoral Thesis, Curtin University of Technology. Hao, H., Stewart, M.G., Li, Z.-X., & Shi, Y. (2010). RC Column Failure Probabilities to Blast Loads. International Journal of Protective Structures -Volume 1, Number 4. Hognestad., E. (1951). A study of combined bending and axial load in reinforced concrete members. Engineering Experiment Station Bulletin, No. 399, University of Illinois, Urbana. Mirza, S.A. (1996). Reliability-based Design of Reinforced Concrete Columns. Structural Safety Vol. 18, No. 2/3, pp. 179-194. Pan, Z., Sanjayan, J.G., & Rangan, B.V. (2010). Fracture properties of geopolymer paste and concrete. Magazine of Concrete Research, Volume 63, Issue 10. Ranganathan R. (1990). Reliability analysis and design of structures. tata McGraw-Hill offices. New Delhi. Roy, D. (1999). Sulfoaluminate-Belite Cement From Low-Calcium Fly Ash and Sulfur-Rich and Other Industrial by-Products”, Cement and Concrete Research, 29(8):1305-1311. TS500 (2000). Requirements for design and construction of reinforced concrete structures, Ankara, Turkish Standards Institute (in Turkish).

Analysis the Strength Reduction Factor in the Shear Strength of Geopolymer Concrete Beams

Yıl 2019, Cilt: 7 , 117 - 122, 24.11.2019

Öz

In recent years, the rapidly developing and growing construction sector has brought about an increase in environmental concerns. Therefore, within the framework of sustainable development, researchers intensify their work on the reuse of environmentally friendly materials called geopolymer concrete. As a result of the studies of many researchers, geopolymer concrete which composed of sustainable materials has been proposed instead of traditional concrete. While a substantial amount of researches has focused on the flexural behavior of geopolymer concrete beams, there exists a relatively limited amount of studies concerning the shear behavior of geopolymer concrete beams with stirrup. Design codes use a strength reduction factor that reflects the degree of uncertainty associated with the probability of the design equations. In this study, the strength reduction factor in predicting the shear strength of geopolymer concrete beams with stirrups according to ACI318 was investigated for different coefficients of variation of concrete compressive strength by using the first-order second moment approach.

Kaynakça

  • American Concrete Institute Committee 318 (ACI 318). (1995). Building Code Requirements for Structural Concrete (ACI 318M-95) and Commentary. Farmington Hills, MI. ACI (American Concrete Institute). (2002). ACI 318: Building Code Requirements for Structural Concrete (ACI 318M-02) and Commentary. Farmington Hills, MI. Alacalı, S., & Arslan, G. (2018). Assessment of the strength reduction factor in predicting the flexural strength, Journal of Theoretical and Applied Mechanics, 56, 4, pp. 1043-1053. American Concrete Institute Committee 318 (ACI 318). (2011). Building Code Requirements for Structural Concrete (ACI 318M-11) and Commentary. Farmington Hills, MI. Ang, A.H.S., & Tang, W.H. (1984). Probability concepts in engineering planning and design. V.II, Decision, risk, and reliability, Wiley, New York. Arslan, G., Alacalı, S.N., & Sagiroglu, A. (2015). The investigation of the strength reduction factor in predicting the shear strength. Journal of Theoretical and Applied Mechanics 53, 2, pp.371-381, Warsaw ASCE-ACI 426. (1973). The shear strength of reinforced concrete members. Proc Am Soc Civil Eng, 99; ST6, 1091–1187. Chang, E.H. (2009). Shear and Bond Behaviour of Reinforced Fly Ash-Based Geopolymer Concrete Beams. Doctoral Thesis, Curtin University of Technology. Hao, H., Stewart, M.G., Li, Z.-X., & Shi, Y. (2010). RC Column Failure Probabilities to Blast Loads. International Journal of Protective Structures -Volume 1, Number 4. Hognestad., E. (1951). A study of combined bending and axial load in reinforced concrete members. Engineering Experiment Station Bulletin, No. 399, University of Illinois, Urbana. Mirza, S.A. (1996). Reliability-based Design of Reinforced Concrete Columns. Structural Safety Vol. 18, No. 2/3, pp. 179-194. Pan, Z., Sanjayan, J.G., & Rangan, B.V. (2010). Fracture properties of geopolymer paste and concrete. Magazine of Concrete Research, Volume 63, Issue 10. Ranganathan R. (1990). Reliability analysis and design of structures. tata McGraw-Hill offices. New Delhi. Roy, D. (1999). Sulfoaluminate-Belite Cement From Low-Calcium Fly Ash and Sulfur-Rich and Other Industrial by-Products”, Cement and Concrete Research, 29(8):1305-1311. TS500 (2000). Requirements for design and construction of reinforced concrete structures, Ankara, Turkish Standards Institute (in Turkish).
Toplam 1 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Sema Alacalı

Mehdi Ozturk

Guray Arslan

Yayımlanma Tarihi 24 Kasım 2019
Yayımlandığı Sayı Yıl 2019Cilt: 7

Kaynak Göster

APA Alacalı, S., Ozturk, M., & Arslan, G. (2019). Analysis the Strength Reduction Factor in the Shear Strength of Geopolymer Concrete Beams. The Eurasia Proceedings of Science Technology Engineering and Mathematics, 7, 117-122.