| Project/Area Number |
11650489
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
構造工学・地震工学
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| Research Institution | Nagasaki University |
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Principal Investigator |
MATSUDA Hiroshi Nagasaki University, Faculty of Engineering, Associate Professor, 工学部, 助教授 (20157324)
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| Co-Investigator(Kenkyū-buntansha) |
KOHSAKA Yasuo Shin Nippon Corporation, Deputy Manager, 技術部・次長(研究職)
KOGA Aoi Nagasaki University, Faculty of Engineering, Research Assistant, 工学部, 助手 (60284709)
MORITA Chihiro Nagasaki University, Graduate School of Science and Technology, Associate Professor, 大学院・生産科学研究科, 助教授 (60230124)
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| Project Period (FY) |
1999 – 2000
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| Project Status |
Completed (Fiscal Year 2000)
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| Budget Amount *help |
¥3,100,000 (Direct Cost: ¥3,100,000)
Fiscal Year 2000: ¥800,000 (Direct Cost: ¥800,000)
Fiscal Year 1999: ¥2,300,000 (Direct Cost: ¥2,300,000)
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| Keywords | continuous composite girder / reinforced concrete deck / creep / shrinkage / negative bending moment area / tied arch type composite slab / sandwich slab |
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| Research Abstract |
This study focused on the design technique of reinforced concrete deck at middle supports of continuous steel-concrete composite girders.
(a) Finite element for the steel concrete composite girder with partial interaction was formulated. Computer program for stress and deformation by creep and shrinkage was developed by Maple and MATLAB, and then parametrical computation were performed. Furthemore, two dimensional FE analysis(MARC) for creep and shrinkage analysis was carried out, and cpmpared with the results by partial interaction composite girder theory.
(b) The ultimate behavior and crack analysis of reinforced concrete beam with polymer impregnatged concrete(PIC) were carried out, and the effect of ductility by PIC and crack control design at service limit level were studied. Furthermore, tied arch type composite slab composed of PIC, cast-in-place concrete and tie bar was investigated, it was found that tied arch type composite slab was favorable structures compared with the normal reinforced concrete slab.
(c) For the reason of demand to reduce constructional costs, it is valuable to design the continuous composite girder supported by 2 main girders. In this study, data on table about the design criteria of continuous composite girder, the problems in actual design and the results of comparative calculation were offered. Furthemore, concrete stiffness of cracking zone at intermediate supports of continuous composite girder wes ealuated in considered to Eurocode.
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