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Kansas Department of Transportation Column Expert: Shear Capacity of Circular Bridge Piers Confined with Fiber-Reinforced Polymer (FRP) Wrapping, Technical Summary.
| 题名： | Kansas Department of Transportation Column Expert: Shear Capacity of Circular Bridge Piers Confined with Fiber-Reinforced Polymer (FRP) Wrapping, Technical Summary. |
| 作者： | Abouelleil, A.; Rasheed, H. |
| 关键词： | Fiber-Reinforced Polymer (FRP), Circular columns, Shear capacity, Fiber-reinforced polymer wrapping, Software, Bridge design specifications, Concrete bridge pier, Shear-flexure-axial, Kansas Department of Transportation (KDOT) |
| 摘要： | In this study, various procedures for computing the shear strength are reviewed. A formulation conforming to AASHTO (2014) LRFD Bridge Design Specifications, based on the Simplified Modified Compression Field Theory, is developed to predict the axial force-shear-moment interaction diagrams of circular confined concrete bridge pier sections reinforced with FRP. Comparisons with a large database of experiments indicate the accuracy of the resulting diagrams. |
| 报告类型： | 科技报告 |
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