• Title/Summary/Keyword: Hybrid beam

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Ductile Strengthening of Reinforced Concrete Beams by Partially Unbonded NSM Hybrid FRP Rebars (부분 비부착 NSM Hybrid FRP 보강근에 의한 철근콘크리트보의 연성보강)

  • Lee, Cha-Don;Chung, Sang-Mo;Won, Jong-Pil;Lee, Sng-Whan
    • Journal of the Korea Concrete Institute
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    • v.15 no.1
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    • pp.143-153
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    • 2003
  • New strengthening method based on Near Surface Mounted technique (NSM) is suggested, which can overcome the brittle nature of failure inherent to those reinforced concrete beams strengthened with FRP composite materials. The suggested technique secures ductile failure of reinforced concrete beams by having the strengthening Hybrid FRP rebars unbonded in parts. Experiments were performed in order to compare structural behaviors of strengthened beams with and without unbending along the Hybrid FRP rebars. Test results showed that only those beams strengthened by partially unbonded NSM failed in ductile manner. Theoretical expressions were derived for the minimum unbonded length of Hybrid FRP rebars with which ultimate strength of the reinforced concrete beam with partially unbonded NSM could be reached. The suggested partially unbonded NSM technique is expected to significantly improve the structural behavior of the strengthened beam with FRP composite materials.

A Study on $CO_2$ Laser-TIG Hybrid Welding of Zinc-Coated Steel Sheet Part 2 : Relationship between Welding Parameters and Weldability (아연도금 강판의 $CO_2$ 레이저-TIG 하이브리드 용접에 관한 연구 Part 2 : 공정변수와 용접성과의 관계)

  • Kim, Cheol-Hee;Choi, Woong-Yong;Chae, Hyun-Byung;Kim, Jeong-Han;Rhee, Se-Hun
    • Journal of Welding and Joining
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    • v.24 no.4
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    • pp.27-31
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    • 2006
  • Optimization of process parameters for laser-arc hybrid welding process is intrinsically sophisticated because the process has three kinds of parameters-arc, laser and hybrid welding parameters. In this paper, the relationship between weldability and several process parameters such as laser beam-arc distance, electrode height, welding current and welding speed, were investigated by the full factorial experimental design. Weld quality was evaluated by using weight of spatters which is related with the pore area. It was found that the weld quality was increased with the increases in laser beam-arc distance and welding current, and decreased with the increases in electrode height and welding speed.

Basic Welding Characteristics by Nd-YAG Laser Beam on AH32 (선급강재의 레이저 용접특성에 관한 기초실험 - HYBRID 용접시 LASER-ARC거리 변화에 따른 용융특성 변화에 관한 실험)

  • Bang, Ban-Sur;Joo, Sung-Min;Kim, Young-Pyo;Kim, Hyung;Katayama, Seiji
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2003.05a
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    • pp.279-283
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    • 2003
  • As the state of the art in recent years Laser-Arc Hybrid welding is tried actively because of its various economical and technical advantages. In this study, melting tendencies according to the variation of laser-arc distance are investigated in case of YAG laser-TIG Hybrid welding process of AH32 ship structural steel. Nd-YAG laser with a laser beam power of 3KW is used and varied laser-arc distance 0mm to 10mm with fixing the TIG current as l00A. There is certain distance between laser and TIG elecrode to improve welding heat input and also increase the penetration.

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An Experimental Study on Flexural Performance of RC Beams Reinforced With Hybrid Prefabricated Retrofit Method (하이브리드 조립형 보강 기법을 적용한 철근콘크리트 보의 휨 성능 평가에 관한 실험적 연구)

  • Moon, Sang Pil;Lee, Sung Ho;Lee, Young Hak;Kim, Min Sook
    • Journal of Korean Association for Spatial Structures
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    • v.20 no.4
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    • pp.131-139
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    • 2020
  • In this paper, the hybrid prefabricated retrofit method is suggested and examined. Six specimens were manufactured in order to evaluate their flexural performance of RC beams. Test parameters include the added beam depth, the thickness of bottom plate, the number of the steel plate with openings. The effects of these parameters on the flexural performance of reinforced concrete beams were examined. The load-deflection behavior and modes of cracks are presented from the test results. At the test result, the flexural capacity and the ductility of the hybrid prefabricated retrofit method was increased satbly. Also, comparing the flexural performance of RC beam and retrofitted RC beams, it was increased that the flexural strength is about 3.3 times, the ductility is about 2.55 times, and energy dissipation capacity is about 7.34 times.

Experimental Study of the Seismic Performance of CJS Hybrid Structural Systems Connected to the CFT Column (CFT와 합성보로 이루어진 CJS합성구조시스템의 내진성능 실험 연구)

  • Lim, Chang Gue;Shin, Jiuk;Moon, A Hae;Kim, Yong Nam;Lee, Kihak
    • Journal of the Earthquake Engineering Society of Korea
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    • v.26 no.2
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    • pp.83-93
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    • 2022
  • In this study, to verify the structural performance of the Composite Joint System (CJS) hybrid structural model, a cyclic load test was performed and evaluated and verified through the test. To verify the structural performance of the CJS hybrid structural systems' joint and evaluate the seismic performance, four three-dimensional real-size specimens were developed with three internal beam-column specimens and one external beam-column specimen. The three interior column specimens were classified by different methods of joining the upper column and lower column, and the same bonding method as the primary specimen was used for the exterior column. The structural performances in terms of drift, strength, and energy dissipation capacity were analyzed and compared based on the experimental results. From the displacement-based loading experiment, all specimens showed a lateral drift of 4.0% without any significant strength drop and stable energy dissipation capacity.

Position welding using disk laser-GMA hybrid welding (디스크 레이저-아크 하이브리드 용접을 이용한 포지션 용접)

  • Lim, Hyun-Sik;Kim, Jung-Hak;Kim, Cheol-Hee;Kim, Jeong-Han
    • Proceedings of the KSME Conference
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    • 2007.05a
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    • pp.1299-1306
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    • 2007
  • The combination of laser beam and electric arc sharing common weld pool has widely been investigated since the late seventies, but it is beginning of the industrial uses. Recently, laser-GMA hybrid welding process showed possibility to overcome the tight gap tolerance with improved productivity. The laser-arc hybrid welding process is inherently complex because it has three kinds of process parameters: arc welding, laser welding and hybrid welding parameters. In this study, the optimum range of the process parameters were determined by high speed image analysis which could unveil the welding phenomena in laser-arc hybrid welding. The laser-arc hybrid welding was applied for position welding from the flat position to the overhead position and the welding characteristics were investigated.

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Microstructure Evolution of UFG Steel Weld by Hybrid and Laser Welding (하이브리드 용접과 레이저 용접에 의한 세립강 용접부의 미세조직변화에 관한 연구)

  • Dong, H.W.;Lee, M.Y.;Ahn, Y.S.
    • Journal of Power System Engineering
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    • v.14 no.3
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    • pp.58-63
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    • 2010
  • A laser beam welding and an electric arc welding were combined, and the positive points of each welding method are drawn such as high speed, low thermal load, deep penetration, and high productivity. The fiber laser-MIG conjugated welding. namely the hybrid welding has been studied mainly for the automation industry of a pipeline welding. In this study, the MIG welding was combined with a fiber laser welding to make up the hybrid welding. The weld shapes, microstructures and mechanical properties for weld zones after the hybrid welding or only fiber laser welding were investigated on the 700 MPa grade Ultra Fine Grained(UFG) high strength steel. The amount of acicular ferrite in weld metals and HAZ(heat affected zone) was observed larger after hybrid welding compared with after only laser welding. The Vickers hardness of the top area of the fusion zone after fiber laser welding was higher compared with after hybrid welding.

Behaviour of hybrid fibre reinforced concrete beams strengthened with GFRP laminates

  • Ibrahim, S. Syed;Eswari, S.;Sundararajan, T.
    • Structural Engineering and Mechanics
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    • v.66 no.5
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    • pp.631-636
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    • 2018
  • This study aims to investigate the flexural behaviour of glass fibre reinforced polymer (GFRP) laminated hybrid fibre reinforced concrete (HFRC) beams. The flexural and ductility performance of GFRP laminated HFRC beams having different proportions of polyolefin and steel fibres with 1.0% of total volume fraction were investigated. The parameters of this investigation included: load and deflection at first crack, yield, and ultimate stages, ductility and crack width. A total of seven beams of $150{\times}250mm$ in cross-section were tested in the laboratory over an effective span of 2800 mm. One reinforced concrete (RC) beam without any internal or external GFRP was taken as the reference beam. Of the remaining six beams, one beam was strengthened with GFRP, one beam with 100% steel fibres was strengthened with GFRP and four beams, each with different volume proportions of polyolefin and steel fibres (20:80, 30:70, 40:60, 50:50) were strengthened with GFRP. All the above beams were tested until failure. The experimental results show that a fibre volume proportion of 40:60 (polyolefin-steel) has significantly improved the overall performance of the tested beams.