| 보유기관명 |
한국표준과학연구원 |
| 보유기관코드 |
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| 활용범위 |
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| 활용상태 |
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| 표준코드 |
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| 표준분류명 |
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| 시설장비 설명 |
series of 6 reinforced concrete beams was tested to verify the effects of EBSP strengthened on cracked beams and to identify the various parameters affecting structure strengthening design(SSD). The parameters were the cross-sectional area of steel plates the thickness of steel plates and bond length of steel plates. In addition to these parameters the effect of existing cracks on the strengthening was investigated. Test results show that EBSP is very effective and predictable for strengthening damaged structures. The results also show that the bond length of steel plates is the most important factor to develop ultimate load carrying capacities of strengthened beams. However considerations in SSD should be given to assure the ductile failure at ultimate load such as the low ratio of thickness to the width of plates.
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| 장비이미지코드 |
http://nfec.ntis.go.kr/storage/images/equip/photo/201106/.thumb/20110622141725.JPG |
| 장비위치주소 |
대전광역시 유성구 가정로 209 신소재동(301) |
| NFEC 등록번호 |
NFEC-2011-06-145764 |
| 예약방법 |
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| 카타로그 URL |
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| 메뉴얼 URL |
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| 원문 URL |
http://www.zeus.go.kr/equip/read?equipId=Z-NTIS-0029331 |
| 첨부파일 |
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