权益分类	功能权益	普通用户	{{item.name}}会员
{{category.name}}	{{benefitItem.name}}

Study on Steel Free Concrete Slabs Composed of FRP Plate and Reactive Powder Composite Materials

FRP板与活性粉末复合材料无钢混凝土板的研究

基本信息

批准号：
17360200
负责人：
KAWAKAMI Makoto
金额：
$ 9.15万
依托单位：
Akita University
依托单位国家：
日本
项目类别：
Grant-in-Aid for Scientific Research (B)
财政年份：
2005
资助国家：
日本
起止时间：
2005 至 2006
项目状态：
已结题

来源：
https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-17360200/
关键词：
Steel free slab Reactive powder composite materials Fiber reinforced concrete Cracking strength Ultimate strength Dynamic load 合成床版機能反応性微粉末複合材料床版 CFRP 静的載荷試験動的載荷試験P 付着引抜き押抜きせん断破壊モード

项目摘要

Experiments on half scale composite steel free slabs built according to the proposed design incorporating modular permanent formwork panel made of reactive powder composite materials (RPCM) and cast-in-place fiber reinforced concrete (FRC) were performed.The results of static tests are given and the effects of loading location and support condition on different characteristic behaviors of the slabs are highlighted. Cracking strength and the developments of the cracks are described in order to demonstrate that the proposed design was able to inhibit the occurrence of wide longitudinal cracks. Stress developments in the concrete, the reactive powder materials, and the steel straps are presented and analyzed in order to verify the composite behavior of the slabs.Subsequently the carbon fiber reinforced polymers (CFRP) plates as straps instead of steel one were used and the joint performance between RPCM panel and CFRP plate was investigated.Furthermore, by based on the results of joint tests, the new steel free slabs composed of RPCM panel, FRC and CFRP straps were fabricated and static and dynamic loading tests of them were performed.The obtained results were discussed from the view points of cracking strength, development of cracks, failure modes, ultimate strength and deflection. The high ultimate punching shear strength illustrates the high capacity of the slabs and their safety under projected loading conditions.

进行了由活性粉末复合材料(RPCM)和现浇纤维混凝土(FRC)组合而成的半比例组合无钢板的试验研究，给出了静力试验结果，重点分析了加载位置和支承条件对板的不同特性的影响。描述了裂缝的强度和裂缝的发展，以证明所提出的设计能够抑制宽纵裂的发生。对混凝土、活性粉末材料和钢带的应力发展进行了分析，验证了板条的组合性能；采用碳纤维增强聚合物(CFRP)板作为板条，研究了RPCM板与CFRP板的连接性能；根据节点试验结果，制作了由RPCM板、FRC板和CFRP带组成的新型无钢板，并进行了静载和动载试验，从抗裂强度、裂缝发展、破坏模式、极限强度和挠度等方面对试验结果进行了讨论。较高的极限冲切强度说明了板的高承载能力及其在预计荷载条件下的安全性。

项目成果

期刊论文数量（0）

专著数量（0）

科研奖励数量（0）

会议论文数量（0）

专利数量（0）

Adhesion of Fiber-reinforced Concrete on Hardened Surfaces of High Strength Ductile Cementitious Composites

纤维增强混凝土在高强度延性水泥基复合材料硬化表面上的粘附

DOI：
发表时间：
2005
期刊：
Proc. of the E-MRS Fall Meeting 2005; Adhesion in Building Bonds : macro-, micro- and nanoscale
影响因子：
0
作者：
Makoto Kawakami;Ammar Hassan;Satoru Matsuoka
通讯作者：
Satoru Matsuoka

ストラップ材としてCFRP板を用いた無鉄筋コンクリート床版の静的・動的載荷試験

以 CFRP 板为捆扎材料的无筋混凝土板的静动荷载试验