Reinforcing Method for Web Opening of Reinforced Concrete Beam
Reinforcing Method for Web Opening of Reinforced Concrete Beam
批准号:
07555468
负责人:
ICHINOSE Toshikatsu
金额:
$2.75万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (A)
财政年份:
1995
资助国家:
日本
项目状态:
已结题
起止时间:
1995 至 1997
中文摘要
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英文摘要
The objective of this study is to develop a rational and reliable reinforcing method to prevent shear failure around web opening in reinforced concrete beam.In 1995, a series of experiments of reinforced concrete beam with web opening were conducted. The test parameters were the anchorage method of reinforcing bars and the location of opening. All specimens were designed so that reinforcing bars would not yield and shear failure would occur due to concrete crushing.In 1996, finite element analysis was conducted on the experiments in 1995. The analytical results agreed well with the experimental results.In 1997, another series of experiments of reinforced concrete beam with web opening were conducted. The test parameter was the anchorage method of reinforcing bars. The inclined reinforcement around the opening affected shear strength as well as bond strength.
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Seiji Tsuboi: "Rigid Bodies Spring Model Considering Occurring Crack" Proceedings of the Japan Concrete Institute. Vol.18, No.2. 371-376 (1996)
Seiji Tsuboi:“考虑发生裂纹的刚体弹簧模型”日本混凝土学会会议录。
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坂田 弘安: "斜筋補強されたRC有孔梁のせん断強度解析" コンクリート工学年次論文報告集. 17巻2号. 601-606 (1995)
Hiroyasu Sakata:“斜向钢筋加固的 RC 穿孔梁的剪切强度分析”混凝土工程年报第 17 卷,第 2 期 601-606(1995 年)。
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Hiroyasu Sakata: "Shear Strength Analysis of RC Beams with Web Opening and Diagonal Reinforcement" Proceedings of the Japan Concrete Institute. Vol.17, No.2. 601-606 (1996)
Hiroyasu Sakata:“带腹板开口和对角钢筋的 RC 梁的剪切强度分析”日本混凝土协会会议录。
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坪井征司: "ひび割れ発生を考慮した離散化極限解析の提案" コンクリート工学年次論文報告集. 18巻2号. 371-376 (1996)
Seiji Tsuboi:“考虑裂缝发生的离散极限分析的建议”《混凝土工程年度论文报告》第 18 卷,第 2 期,371-376 (1996)。
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作者:
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通讯作者:
坪井 征司: "ひび割れ発生を考慮した離散化極限解析の提案" コンクリート工学年次論文報告集. 18巻2号. 371-376 (1996)
Seiji Tsuboi:“考虑裂缝发生的离散极限分析的建议”《混凝土工程年度论文集》第 18 卷,第 2. 371-376 期(1996 年)。
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共 8 条
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Restoring-force model for reinforced concrete members failing in shear or bond after yielding
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依托单位:
Three dimensional shear failure of reinforced concrete members
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依托单位:
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负责人:ICHINOSE Toshikatsu
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依托单位:
海外基金