Kansas Department of Transportation column expert : ultimate shear capacity of circular columns using the simplified modified compression field theory.
Abouelleil, A., & Rasheed, H. (2015). Kansas Department of Transportation column expert : ultimate shear capacity of circular columns using the simplified modified compression field theory (Report No. K-TRAN: KSU-14-4). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/29308
Abouelleil, AlaaEldin and Hayder Rasheed. Kansas Department of Transportation column expert : ultimate shear capacity of circular columns using the simplified modified compression field theory. Report no. K-TRAN: KSU-14-4. Kansas. Dept. of Transportation. Bureau of Research, 2015. https://rosap.ntl.bts.gov/view/dot/29308.
Abouelleil, AlaaEldin, and Hayder Rasheed Kansas Department of Transportation column expert : ultimate shear capacity of circular columns using the simplified modified compression field theory. Kansas. Dept. of Transportation. Bureau of Research, 2015, Report no. K-TRAN: KSU-14-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/29308.
The importance of the analysis of circular columns to accurately predict their ultimate confined
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capacity under shear-flexure-axial force interaction domain is recognized in light of the extreme load event
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imposed by the current American Association of State Highway and Transportation Officials (AASHTO)
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Load and Resistance Factor Design (LRFD) Bridge Construction Specifications (AASHTO, 2014). In this
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study, various procedures for computing shear strength are reviewed. Then, the current procedure adopted by
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AASHTO LRFD specifications, based on the Simplified Modified Compression Field Theory, is evaluated
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for non-prestressed circular concrete bridge piers. This evaluation is benchmarked against experimental data
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available in the literature, and against Response 2000 freeware program that depicts interaction diagrams
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based on AASHTO (1999) LRFD requirements. Differences in results are discussed and future
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improvements are proposed. A new approach is presented to improve the accuracy of AASHTO LRFD
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calculations. The main parameters that control the cross section shear strength are discussed based on the
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experimental results and comparisons.
Abouelleil, A., & Rasheed, H. (2015). Kansas Department of Transportation column expert : ultimate shear capacity of circular columns using the simplified modified compression field theory (Report No. K-TRAN: KSU-14-4). Kansas. Dept. of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/29308
Abouelleil, AlaaEldin and Hayder Rasheed. Kansas Department of Transportation column expert : ultimate shear capacity of circular columns using the simplified modified compression field theory. Report no. K-TRAN: KSU-14-4. Kansas. Dept. of Transportation. Bureau of Research, 2015. https://rosap.ntl.bts.gov/view/dot/29308.
Abouelleil, AlaaEldin, and Hayder Rasheed Kansas Department of Transportation column expert : ultimate shear capacity of circular columns using the simplified modified compression field theory. Kansas. Dept. of Transportation. Bureau of Research, 2015, Report no. K-TRAN: KSU-14-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/29308.
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