Effect of Cyclic Loading upon Shear Behavior in Fracture Process Zone of Concrete
Effect of Cyclic Loading upon Shear Behavior in Fracture Process Zone of Concrete
批准号:
12650566
负责人:
SHINOHARA Yasuji
金额:
$2.11万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
2000
资助国家:
日本
项目状态:
已结题
起止时间:
2000 至 2001
中文摘要
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英文摘要
The primary purpose of this experimental investigation is to obtain the cyclic shear response in a fracture process zone that the stress can still be transferred in spite of the damage, and to accumulate the necessary information that applies to nonlinear finite element analysis. Since the mixed mode loading in concrete structures is a consequence of the presence of a crack due to principal tensile stresses and subsequent rotation of the principal stress direction, testing methods require that a small crack can be generated first under pure tension and that shear can be applied in a second stage. For that reason, a biaxial testing device, with which the vertical and horizontal load as well as displacement can be independently controlled by closed-loop servo systems, has been developed in order to establish the cyclic shear behavior in cracked concrete. In this experiment, the cyclic shear tests on specimens containing narrow cracks introduced by the tensile test in displacement control … More have been mainly carried out under the boundary conditions maintaining either normal displacement or load across the crack surface constant. However, in reinforced concrete structures, this loading path will never occur because any increasing of crack width causes an increase of tensile force in reinforcement crossing the crack planes and subsequently makes the confining pressures increase simultaneously. Therefore, the shear tests have been also carried out to study the effect of confining pressures across the crack surface. Unlike others, the confining pressure is all the time estimated by crack width, reinforcement ratio, constraint length relating to the slip between concrete and reinforcement, yield strength of reinforcement and automatically applied on the crack surfaces by closed-loop servo systems. The relation of normal and shear loads to crack opening and sliding displacements was discussed on the basis of the various boundary conditions of the normal direction across the crack surface. Less
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宮城哲矢: "コンクリートのひび割れ面における繰返しせん断挙動に及ぼす拘束力の影響 その1 せん断実験概要"日本建築学会大会学術講演梗概集. C-2. 23-24 (2001)
Tetsuya Miyagi:“约束力对混凝土裂纹表面循环剪切行为的影响第 1 部分:剪切实验概要”日本建筑学会会议记录 C-2(2001 年)。
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通讯作者:
Yasuji SHINOHARA: "Shear behavior in fracture process zone of concrete"Proceedings of the Fourth International Conference on Fracture Mechanics of Concrete and Concrete Structures : Fracture Mechanics of Concrete Structures. 1・BALKEMA. 439-446 (2001)
Yasuji Shininohara:“混凝土断裂过程区的剪切行为”第四届混凝土断裂力学和混凝土结构国际会议论文集:混凝土结构断裂力学1・BALKEMA。
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篠原保二: "コンクリートのひび割れ面における変位制御繰返しせん断挙動"日本建築学会構造系論文集. 548. 101-106 (2001)
Yasuji Shinohara:“开裂混凝土表面的位移控制循环剪切行为”日本建筑学会结构工程论文集 548. 101-106 (2001)。
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Tetsuya MIYAGI: "Effect of Confining Pressure upon Cyclic Shear Behavior in Precracked Concrete (Part 1 Outline of Shear Experiment)"Summaries of Technical Papers of Annual Meeting. AIJ,C-2. 23-24 (2001)
Tetsuya MIYAGI:“围压对预裂混凝土循环剪切行为的影响(第1部分剪切实验概要)”年会技术论文摘要。
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Yasuji SHINOHARA: "Effect of Confining Pressure upon Shear Behavior in Precracked Concrete"Proceedings of the Japan Concrete Institute. Vo.23,No.3. 49-54 (2001)
Yasuji Shininohara:“围压对预裂混凝土剪切行为的影响”日本混凝土学会会议录。
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共 19 条
EFFECT OF SMOOTH CRACKS OF ULTRA-HIGH-STRENGTH CONCRETE UPON HYSTERESIS CHARACTERISTICS OF RC COLUMNS
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批准号:19560564
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$3.0万
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财政年份:2007
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负责人:SHINOHARA Yasuji
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依托单位:
Shear Crack Behaviors and Shear Transfer Mechanism of RC Columns with High Strength Materials
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批准号:17560499
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.24万
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财政年份:2005
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负责人:SHINOHARA Yasuji
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依托单位:
Evaluating Shear Stiffness and Crack for Reinforced Concrete Columns under combined states of stress
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批准号:15560487
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.37万
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财政年份:2003
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负责人:SHINOHARA Yasuji
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依托单位:
Shear Behavior in Fracture Process Zone of Concrete
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批准号:10650557
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$1.28万
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财政年份:1998
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负责人:SHINOHARA Yasuji
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依托单位:
海外基金