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A study on reinforcement effects of RC-beam acting compression force on axial vertical direction
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- Endoh Norio
- 長野工業高等専門学校 環境都市工学科
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- Maruyama Kentaroh
- 長野工業高等専門学校 技術支援部
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- Nakamura Kumi
- 長野工業高等専門学校専攻科 生産環境システム専攻
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- Ohkami Toshiyuki
- 信州大学 工学部土木工学科
Bibliographic Information
- Other Title
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- 軸鉛直方向に圧縮力を作用させたRCはりの補強効果に関する考察
Description
In this study, proposing reinforce method for main-girder in T-beam, which sectional width is small. Proposing reinforce method of process is that, buring steel bar into RC-beam axial vertical direction, and acting its on tension forces. As a result, compression force acted on RC-beam across axial direction, and accomplished shear reinforcement.<br>Carrying out bending test for non-reinforced RC-beam until shear fractures occurred. After reinforcing shear fractures occurred in RC-beam, carrying out bending test again. Furtheremore, carrying out bending test for reinforcing RC-beams which varing torque for stell bar.<br>As the results of bending test, when compressive force across beam-axial direction acting on RC-beam, load carring capacity increased, and its toughness improved remarkably. Furthermore, occurring fractures were almost bending fractures, and shear fractures are not occurred around reinforcing points in RC-beam, which embedded in steel bar acted on 100[N⋅m] torque. Terefore, it is thought that proposing reinforce method function effectively to shear reinforcing.
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 59A (0), 820-827, 2013
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282680259851392
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- NII Article ID
- 130005438841
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- ISSN
- 1881820X
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- Text Lang
- ja
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- Article Type
- journal article
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- Data Source
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- JaLC
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed