| Project/Area Number |
07555141
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| Research Category |
Grant-in-Aid for Scientific Research (A)
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| Allocation Type | Single-year Grants |
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| Section | 試験 |
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| Research Field |
構造工学・地震工学
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| Research Institution | Yokohama National University |
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Principal Investigator |
IKEDA Shoji Yokohama National University, Faculty of Eng., Professor, 工学部, 教授 (60087228)
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| Co-Investigator(Kenkyū-buntansha) |
YAMAGUCHI Takahiro Yokohama National University, Faculty of Eng., Research Associate, 工学部, 助手 (10143736)
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| Project Period (FY) |
1995 – 1996
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| Project Status |
Completed (Fiscal Year 1996)
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| Budget Amount *help |
¥7,500,000 (Direct Cost: ¥7,500,000)
Fiscal Year 1996: ¥1,800,000 (Direct Cost: ¥1,800,000)
Fiscal Year 1995: ¥5,700,000 (Direct Cost: ¥5,700,000)
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| Keywords | Prestressed Concrete / Hybrid Structures / Corrugated Steel / Shear / Connecting Steel Bar / Bond / Buckling / Stitching Reinforcement / プレストレスコンクリート / 鋼波板 / せん断座屈 / プレキャストセグメント |
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| Research Abstract |
Hybrid structures having steel plates or steel pipes for web members in prestressed concrete have been recognized as new structural systems and have been paid attention in recent years. In this study, a prestressed concrete structure having corrugated steel webs was decided to be investigated. Mechanical behavior of this structure such as buckling strength of corrugated steel web, mechanism of connection between steel web and concrete flange, and characteristics of the hybrid system was studied. To obtain rational hybrid systems by using corrugated steel webs in prestressed concrete, experimental study was carried out together with analytical study for shear buckling of corrugated steel plate.
Three types of connecting method were studied to obtain the basic mechanism of this structural system. The three types are as follows :
(1) Connection by stud shear connectors on the steel flange welded to the corrugated steel web (2) Direct burying of corrugated steel web in concrete flange, and (3) Direct burying of corrugated steel web with two connecting steel bars welded longitudinally at the extreme fibers of steel web.
The third type is the newly proposed method in this study and was further investigated. The mechanism of the connecting steel bars and the stitching reinforcement in combination with buried corrugated steel web in concrete flange was clarified and a rational design method of this type was successfully proposed.
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