Chien-Kuo Chiu, Hsin-Fang Sung, Jie-Ci Chou, Sharan Roy Choudhury
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Additionally, a set of design guidelines and novel reinforcement methods, utilizing Double-square hoop and U-shaped stirrups, are proposed and compared with traditional reinforcement methods for RC beams with circular openings. Three distinct regions for reinforcing beams with transverse circular openings are proposed based on their distance from the column support. In the first region, extending from three times the opening diameter to one beam depth (1H), the opening is reinforced with two inclined U-shaped stirrups on each side and double-square hoops on both faces. The second region (1H to 2H) utilizes one inclined U-shaped stirrup on each side, along with double-square hoops on both faces. Beyond twice the beam depth (2H) in the third region, the opening is reinforced solely with double-square hoops on both faces. 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The second region (1H to 2H) utilizes one inclined U-shaped stirrup on each side, along with double-square hoops on both faces. Beyond twice the beam depth (2H) in the third region, the opening is reinforced solely with double-square hoops on both faces. 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引用次数: 0
摘要
一般不建议在钢筋混凝土(RC)梁的塑性铰区横向开孔,因为这会增加剪切破坏的风险,而不是弯曲或弯曲-剪切破坏的风险。然而,近年来,实际的管道配置要求给在钢筋混凝土梁构件的塑性铰区安排此类开口带来了挑战。为了解决这一问题并提出设计指南,这项工作研究了九个试样在循环荷载作用下的力学行为。测试结果与其他指南和研究中提出的设计方法进行了比较。此外,还针对带有圆形开口的 RC 梁提出了一套设计指南和新型加固方法(利用双方箍筋和 U 形箍筋),并与传统加固方法进行了比较。根据横向圆形开口梁与支柱支撑的距离,提出了三个不同的加固区域。在第一个区域,从开口直径的三倍延伸到一个梁深(1H),开口两侧各用两个倾斜的 U 形箍筋加固,两面用双方形箍筋加固。第二个区域(1H 至 2H)两侧各使用一个倾斜的 U 形箍筋,两面使用双方形箍筋。在第三个区域,超过两倍梁深(2H)后,开口只用两面的双方形箍筋加固。这几种设计方法为今后的设计考虑提供了宝贵的启示。
Reinforcement methods of an reinforced concrete beam with the circular opening in the plastic hinge region under cyclic loading
Transverse opening in the plastic hinge region of reinforced concrete (RC) beam is generally not recommended due to increased risk of shear failure rather than flexure or flexure-shear failure. However, in recent years, the actual pipeline configuration requirements have posed challenges in arranging such opening in the plastic hinge region of an RC beam member. To address this issue and propose design guidelines, this work examines the mechanical behavior of nine specimens subjected to cyclic loading. The test results are compared with the design methods suggested in other guidelines and research. Additionally, a set of design guidelines and novel reinforcement methods, utilizing Double-square hoop and U-shaped stirrups, are proposed and compared with traditional reinforcement methods for RC beams with circular openings. Three distinct regions for reinforcing beams with transverse circular openings are proposed based on their distance from the column support. In the first region, extending from three times the opening diameter to one beam depth (1H), the opening is reinforced with two inclined U-shaped stirrups on each side and double-square hoops on both faces. The second region (1H to 2H) utilizes one inclined U-shaped stirrup on each side, along with double-square hoops on both faces. Beyond twice the beam depth (2H) in the third region, the opening is reinforced solely with double-square hoops on both faces. The sets of design methods provide valuable insights for future design considerations.
期刊介绍:
Advances in Structural Engineering was established in 1997 and has become one of the major peer-reviewed journals in the field of structural engineering. To better fulfil the mission of the journal, we have recently decided to launch two new features for the journal: (a) invited review papers providing an in-depth exposition of a topic of significant current interest; (b) short papers reporting truly new technologies in structural engineering.