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RISS 인기검색어
- 검색키워드
- 저자 : Bharat J. Shah (검색결과 3 건)
- 무료
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Srinivasan Chandrasekaran,Bharat Shah,Yogesh J. Chauhan 한국강구조학회 2023 International Journal of Steel Structures Vol.23 No.1
Compliant offshore platforms use a form-dominant approach to achieve the required compliance in ultra-deep water. They are position-restrained by taut-moored tethers, which undergo considerable stress cycles during their service life, making fatigue assessment essential. The present study investigates triceratops’ restraining system at 2400 m water depth under hurricane-driven Metocean conditions. The fatigue assessment uses two approaches: T–N curve and the S–N curve. As the numerical studies show, the 10-year hurricane return period governs the fatigue life of tethers. In specific terms, peak wave and peak wind cases govern the fatigue life of tether-2, whereas the peak current case governs tether-1 under hurricane conditions. Further, the unfactored fatigue life estimated using the S–N curve is about 60% higher than that of the T–N curves. However, the factored service life estimated using both the approaches with recommended safety factors matches closely. The presented study will aid the offshore engineers in preliminary designing a restraining system for the novel triceratops.
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Parametric study of shear capacity of beams having GFRP reinforcement
Vora, Tarak P.,Shah, Bharat J. Techno-Press 2022 Advances in concrete construction Vol.13 No.2
A wide range of experimental bases and improved performance with different forms of Fiber Reinforced Polymer (FRP) have attracted researchers to produce eco-friendly and sustainable structures. The reinforced concrete (RC) beam's shear capacity has remained a complex phenomenon because of various parameters affecting. Design recommendations for the shear capacity of RC elements having FRP reinforcement need a more experimental database to improve design recommendations because almost all the recommendations replace different parameters with FRP's. Steel and FRP are fundamentally different materials. One is ductile and isotropic, whereas the other is brittle and orthotropic. This paper presents experimental results of the investigation on the beams with glass fiber reinforced polymer (GFRP) reinforcement as longitudinal bars and stirrups. Total twelve beams with GFRP reinforcement were prepared and tested. The cross-section of the beams was rectangular of size 230 × 300 mm, and the total length was 2000 mm with a span of 1800 mm. The beams are designed for simply-supported conditions with the two-point load as per specified load positions for different beams. Flexural reinforcement provided is for the balanced conditions as the beams were supposed to test for shear. Two main variables, such as shear span and spacing of stirrups, were incorporated. The beams were designed as per American Concrete Institute (ACI) ACI 440.1R-15. Relation of VExp./VPred. is derived with axial stiffness, span to depth ratio, and stirrups spacing, from which it is observed that current design provisions provide overestimation, particularly at lower stirrups spacing.
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Experimental investigation on shear capacity of RC beams with GFRP rebar & stirrups
Tarak P. Vora,Bharat J. Shah 국제구조공학회 2016 Steel and Composite Structures, An International J Vol.21 No.6
This paper presents experimental results of advanced investigation carried out on the beams reinforced with Glass Fiber Reinforced Polymer (GFRP) rebar and stirrups. Twelve beams reinforced with GFRP and one beam with steel reinforcement of size 230 × 300 × 2000 mm were investigated. Longitudinal reinforcement, shear span and spacing of stirrups were the main variables to form the set. In advanced testing three types of strain gauges for steel, composite and concrete surface were applied to observe strain/stress development against the applied load. Live data were recorded from four strain gauges applied on stirrups, one at center on longitudinal reinforcement, two on the concrete surface and central deflection during the test. Although the focus of the paper was mainly on the behavior of GFRP shear reinforcement, other parallel data were observed for the completeness of the test. Design recommendations of ISIS Canada Design Manual (2007), Japan Society of Civil Engineers (1997) and American Concrete Institute (ACI-440.1R-06) were reviewed. Shear design predictions were compared with experimental results in which it was observed that all the three standards provided conservative predictions. However, ACI found most efficient compare to other two there is room to improve the efficiency of the recommendations.
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