Development of Bond Test Method for Continuous Fiber Sheet
连续纤维片材粘合力测试方法的开发
基本信息
- 批准号:10650448
- 负责人:
- 金额:$ 2.24万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for Scientific Research (C)
- 财政年份:1998
- 资助国家:日本
- 起止时间:1998 至 1999
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
In order to develop a test method for bond between continuous fiber sheet (CF Sheet) and concrete, it has been examined whether the bond properties of the sheet and concrete can be appropriately measured with use of a hexahedron block of concrete. Through the experimental work, it is found out that measurement of the strain distribution in a sheet by attached strain gages can show the bond stress distribution and peeling off with adequate accuracy during loading. In addition, the influences of the property of sheet (modulus of elasticity), properties of adhesion materials and concrete strength were evaluated quantitatively.Since the peeling off phenomenon can be defined as bond failure, concrete strength must affect the phenomenon. The test results, however, showed that the relationships between bond stress and relative displacement were almost identical while concrete strength was varied from 24 to 60 kN/mmィイD12ィエD1. It was considered that the surface properties of concrete were hardly changed in the range of above concrete strength. This was true for either case of carbon fiber and aramid fiber. However, the modulus of elasticity of adhesion resin affected greatly on the bond behavior. When the low modulus of elasticity of resin is used, the stress transfer length becomes longer and may result in fiber fracture instead of peeling off.Based on the bond stress - relative displacement relationships, it was developed how to determined the proper amount of continuous fiber sheet for strengthening the shear capacity of ordinary RC beams. The effectiveness of the proposed method was examined by comparison with test results.Through the research work it is concluded that the proposed test method for the bond of continuous fiber sheet and concrete can show sufficient as a standard test method.
为了开发用于粘合纤维板(CF板)和混凝土的测试方法,可以通过使用实验性工作来适当地测量ND混凝土的测试。应力应力应力应力应力应力应力在加载过程中的精度。此外,板的特性(弹性模量)的影响,粘附材料和混凝土的特性都可以定义为脱皮现象。失败的现象,测试结果表明,键合中的键合,而混凝土强度从24到60 kN/mm II D1变化。在碳纤维和芳族纤维的情况下,这是正确的。键应力 - 相对位移关系,开发了如何确定适当的连续纤维板,以增强剪切能力F普通RC梁。作为标准测试方法表现出足够的表现。
项目成果
期刊论文数量(18)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Akihisa KAMIHARAKO: "Stress Transfer and Peeling-off Behavior of Continuous Fiber Reinforced Sheet-Concrete System"Proc. of the 7 EASEC. Vol.2. 1283-1288 (1999)
Akihisa KAMIHARAKO:“连续纤维增强板混凝土系统的应力传递和剥离行为”Proc。
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Akihisa KAMIHARAKO, Kyuichi MARUYAMA, Takumi SHIMOMURA and Hiroyuki NISHIDA: "Evaluation of shear Capacity of RC Beams with Consideration of Bond Behavior of Continuous Fiber Sheet"Proceedings of JCI. Vol. 20, No. 1. 497-502 (1998)
Akihisa KAMIHARAKO、Kyuichi MARUYAMA、Takumi SHIMOMURA 和 Hiroyuki NISHIDA:“考虑连续纤维板粘结行为的 RC 梁抗剪能力评估”JCI 论文集。
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上原子晶久: "付着・剥離構成モデルに基づく連続繊維シート補強RC部材のせん断耐力評価"連続繊維補強コンクリートに関するシンポジウム論文集. 7-14 (1998)
Akihisa Kamimoto:“基于粘附/剥离配置模型的连续纤维板增强 RC 构件的剪切强度评估”连续纤维增强混凝土研讨会论文集 7-14 (1998)。
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上原子晶久: "付着を考慮した連続繊維補強コンクリートのせん断性状に関する解析的研究"構造工学論文集. Vol.44A. 1309-1316 (1998)
Akihisa Kamimoto:“考虑粘附力的连续纤维增强混凝土剪切性能的分析研究”《结构工程杂志》第 44 卷 1309-1316(1998 年)。
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西田浩之: "連続繊維シートとコンクリートとの付着特性"コンクリート工学年次論文報告集. V.21/3. 1507-1512 (1999)
Hiroyuki Nishida:“连续纤维片材与混凝土之间的粘合特性”混凝土工程年论文集 V.21/3(1999)。
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MARUYAMA Kyuichi其他文献
若材齢コンクリートの超音波伝播速度と動弾性係数に対する骨材の影響
骨料对新拌混凝土超声传播速度和动弹性模量的影响
- DOI:
- 发表时间:
2008 - 期刊:
- 影响因子:0
- 作者:
SAWAMURA Shuji;MARUYAMA Kyuichi;NAGASHIMA Yuji - 通讯作者:
NAGASHIMA Yuji
MARUYAMA Kyuichi的其他文献
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{{ truncateString('MARUYAMA Kyuichi', 18)}}的其他基金
damage mechanism of bridge structures by huge tsunami and the proposal of countermeasures
特大海啸对桥梁结构的破坏机理及对策建议
- 批准号:
24246079 - 财政年份:2012
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Maintenance of concrete structures under severe environment in coastal zone of the Japan Sea
日本海沿岸恶劣环境下混凝土结构的维护
- 批准号:
16360225 - 财政年份:2004
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
EVALUATION OF RESIDUAL CAPACITY OF CONCRETE STRUCTURES DEMAGED BY SALT ATTACK
盐蚀破坏混凝土结构剩余承载力评估
- 批准号:
04650421 - 财政年份:1992
- 资助金额:
$ 2.24万 - 项目类别:
Grant-in-Aid for General Scientific Research (C)