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자료유형
학술저널
저자정보
Emad L. Labib (University of Houston) Y. L. Mo (University of Houston) Thomas T. C. Hsu (University of Houston)
저널정보
한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.7 No.1
발행연도
2013.3
수록면
71 - 78 (8page)

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초록· 키워드

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Prestressed concrete (PC) is the predominant material in highway bridge construction. The use of high-strength concrete has gained wide acceptance in the PC industry. The main target in the highway industry is to increase the durability and the life-span of bridges. Cracking of elements is one aspect which affects durability. Recently, nine 7.62 meter long PC I-beams made with different concrete strength were designed according to a simple, semi-empirical equation developed at the University of Houston (UH) (Laskar et al., ACI Journal 107(3): 330?339, 2010). The UH Method is a function of shear span-to-depth ratio (a/d), concrete strength f¹c, web area bwd, and amount of transverse steel. Based on testing these girders, the shear cracking strength of girders with different concrete strength and different shear span-to-depth ratio was investigated and compared to the available approaches in current codes such as ACI 318-11 (2011) and AASHTO LRFD Specifications (2010).

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Abstract
1. Introduction
2. Experimental Program
3. Test Girders
4. Test Set Up
5. Instrumentations
6. Test Results and Discussion
References

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