• Advances in concrete construction
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• 제1권2호
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• pp.121-136
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• 2013

Tension tests were carried out to investigate the effect of the corrosion pattern on the ductility of tension bars extracted from a 26-year-old corroded reinforced concrete beam. The tensile behavior of corroded bars with different corrosion patterns was examined carefully, as were two non-corroded bars extracted from a 26-year-old control beam. The results show that corrosion leads to an increase in the ratio of the ultimate strength over the yield strength, but reduces the ultimate strain at maximum force of the reinforcement. Both the corrosion pattern and the corrosion intensity play an important role in the ductile properties. The asymmetrical distribution of the corrosion around the surface is a decisive factor, which can influence the ultimate strain at maximum force more seriously.

• 한국강구조학회 논문집
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• 제25권1호
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• pp.61-70
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• 2013

인장구조물의 하중을 지지하는 인장재 사이에서 한쪽은 왼나사, 다른 쪽은 오른나사로 구성되어 장력을 조절하는 장치가 턴버클이다. 인장재의 종류 및 연결 형태에 따라 다양한 종류가 존재하지만, 보편적으로 사용되는 기존의 턴버클은 장력을 측정할 수 없는 단점을 지니고 있다. 이에 장력조절의 기능과 함께 장력측정도 가능한 측정용 턴버클을 개발하였다. 본 논문에서는 기 개발된 측정용 턴버클의 비선형해석을 통한 극한강도와 측정 신뢰성을 확인하고자 한다. 기 개발된 100kN, 200kN, 300kN급 측정한계하중을 가지는 턴버클의 극한강도를 살펴보면, 측정한계하중의 5배 이상의 극한강도를 나타내었다. 추가로 300kN 이상의 고장력을 측정하기 위한 턴버클 개발을 위하여 검토한 결과 턴버클의 경사부가 휨과 인장에 저항하기 때문에 크기가 거대해지는 경향이 나타났다. 이에 300kN급 턴버클을 병렬연결하여 설치를 하면 600kN까지 측정할 수 있을 것이라는 발상에서 병렬연결장치를 구상하여 실험을 실시하였고, 그 가능성을 실험결과로부터 확인할 수 있었다. 또한 실험적인 인장구조물을 설치하여 개발된 턴버클이 외기에 노출되었을 시에 초기 하중의 변화 및 부식의 정도를 살펴보았다.

• 한국구조물진단유지관리공학회 논문집
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• 제21권4호
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• pp.47-52
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• 2017

PSC(Prestressed Concrete)는 전단면을 유효하게 사용할 수 있으므로 교량 및 암거와 같은 구조물에 가장 많이 사용되고 있다. 그러나 내부의 텐던은 항상 높은 인장하중을 받는 상태에 노출되므로 부식환경에서 더욱 주의를 해야한다. 본 연구는 동일한 부식조건에서 프리스트레싱 하중에 따라 변화하는 부식전류 및 내력저하에 대한 연구이다. 이를 위해 초기 프리스트레싱 하중의 0.0%, 20.0%, 40.0%수준으로 가력한 뒤, ICM(Impressed Current Method)를 이용하여 촉진부식실험을 수행하였다. 초기 하중이 증가할수록 부식전류와 부식량은 증가하였으며 최대하중의 감소가 선형적으로 발생하였다. 초기하중이 20%에서 40%로 증가할 때, 부식전류량은 124.4%와 168.0% 수준으로 증가하였으며, 최종 파괴시의 하중은 87.8% 및 78.4%수준으로 감소하였다. 동일한 전압인가 시 부식속도와 내력저하는 인가한 초기 프리스트레싱 하중에 비례함을 알 수 있다.

• 대한치과교정학회지
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• 제22권3호
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• pp.591-602
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• 1992

The purpose of this study was to evaluate the effect of heat treatment on physical properties of 0.016' and 0.016' x 0.022' stainless steel wires. Temperature of heat treatment had intervals of $50^{\circ}C$ from $400^{\circ}C$ to $700^{\circ}C$, and time of heat treatment were 3, 6 and 9 minutes. Tensile tests were measured by ultimate tensile strength and yield strength. Bending tests were assessed by maximum bending force, recovery force, and stiffness. Torsion test was evaluated by torsion cycle until wires were fractured. The results were as follows: 1. In round wires, the highest value of ultimate tensile strength and yield strength were recorded of heat treatment at $500^{\circ}C$. In rectangular wires, the highest value of ultimate tensile strength were after 9 minutes at $400^{\circ}C,\;450^{\circ}C$ and 3, 6 minutes of heat treatment at $50^{\circ}C$, yield strength were the highest value after 3, 6 minutes of heat treatment at $500^{\circ}C$. 2. In both round and rectangular wires, maximum bending force and recovery force were the highest values after 6 minutes of heat treatment at $500^{\circ}C$. In round wires, highest value of stiffness were formed after 9 minutes at heat treatment at $500^{\circ}C$. In rectangular wires, the highest value of stiffness were for 6 minutes in $500^{\circ}C$. 3. In rectangular wires, torsion cycle was minimum after 6 minutes of heat treatment at $500^{\circ}C$. 4. In all of tension, bending, and torsion tests, the heat treated wires were softened over at $700^{\circ}C$. 5. In all of tension, bending, and torsion tests, physical properties of the wires were more influenced by the temperatures than the duration of the heat treatment.

• KCI Concrete Journal
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• 제12권1호
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• pp.113-120
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• 2000

This paper presents the behavior and strengthening effect of reinforced concrete rectangular beams strengthened using CFRP sheets with different strengthening level. In general, normally strengthened beams are failed by interfacial shear failure (delamination) within concrete, instead of by tensile failure of the CFRP sheets. The delamination occurred suddenly and the concrete cover cracked vertically by flexure was spalled off due to the release energy. The strengthened beams were stiffer than the control beam before and after reinforcement yielding. The ultimate load considerably increased with an increase of strengthening level, while the ultimate deflection significantly decreased. The tensile force of CFRP sheets and average shear stress of concrete at delamination failure were curvilinearly proportional to the strengthening level. Therefore, the increment of ultimate load obtained by strengthening was curvilinearly proportional to the strengthening level. The averaged horizontal shear stress of concrete at the interface ranges between (equation omitted) and (equation omitted) (in kg/$\textrm{cm}^2$) depending on strengthening level.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.653-658
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• 1997

Recently, carbon Fiber sheet (CFS) is frequently used for strengthening deteriorated concrete structures. To strengthening damaged structures, the property and characteristic of the bond between CFS and the concrete surface must be understood. The tensile test of single lap shear specimen was performed to study bond strength, bond stress distribution and stress transfer between CFS and concrete surface according to the bond length. Based on the test results, there were ultimate influence length (UIL) in which bond stress was distributed, and ultimate strain reduction ratio (USRR) by which strain was reduced linearly. Bond resisting force (BRF) was estimated by UIL and USRR, and which was compared with ultimate loads. According to the results of comparison, it was shown that ultimate bond strength could be estimated reasonablely by BRF.

• 한국강구조학회 논문집
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• 제23권6호
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• pp.715-724
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• 2011

인장구조 시스템에서 구조물의 하중을 지지하는 인장재 사이에 삽입되어 인장력을 조절하는 장치가 턴버클이다. 인장재가 인장구조에서 중요한 부재임에도 불구하고, 현재 인장재에 발생하는 인장력을 경제적이고 간단하게 측정하기 위한 방법이 제안되지 못하였다. 그리하여 인장구조시스템에 작용하는 인장력을 측정하기 위하여 인장력 측정장치를 개발하였다. 본 논문에서는 이론해석과 유한요소해석을 바탕으로 100kN, 200kN, 300kN급 측정한계하중을 가지는 턴버클을 실험하였다. 그 결과 이론적 해석, 유한요소해석, 실험결과는 대체로 일치하는 것으로 나타났다. 또한 유한요소해석에 의한 측정용 턴버클의 극한강도를 조사해보면, 측정한계하중의 5배 이상의 과하중에서도 충분한 안전성을 확보하고 있음을 확인할 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.781-786
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• 2000

This paper presents the behavior and strenghening effect of reinforced concrete rectangular beams strengthened sing CFRP sheets with different strengthening level. In general, normally strengthened beams are failed by interfacial shear failure (delamination) within concrete, instead of by tensile failure of the CFRP sheets. The delamination occurred suddenly and the concrete cover cracked vertically by flexure was spalled off due to the release energy. The ultimate load considerably increased with an increase of strengthening level, while the ultimate deflection significantly decreased. The tensile force of CFRP sheets and average shear stress of concrete at delamination failure were curvilinearly proportional to the strengthening level. Therefore, the increment of ultimate load obtained by strengthening was curvilinearly proportional to th strengthening level.

• 한국환경복원기술학회지
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• 제5권3호
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• pp.15-22
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• 2002

To analysis of the embanked slope stability using a jointed reinforcement, the internal stability and the external stability have to be satisfied, respectively. But, because the lengths of ready-made steel-grid were limited, the reinforcements must be connecting themselves to the reinforcing. In this study, the mechanical test was carried out to investigate the tensile failure and the pullout failure at the joint parts of them, which was based on the analysis of reinforced slope in field. Through the tensile tests in mid-air for the jointed steel-grid, the deformation behavior was seriously observed as follows : deformation of longitudinal member, plastic deformation of longitudinal member and of crank part. Those effects were due to the confining pressure and overburden pressure of the surrounding ground. The bearing resistance at jointed part of jointed steel-grid was due to the latter only. The maximum tensile forces were higher about 20kN~27kN than ultimate pullout resistance, but, the results of those was almost the same in mid-soil. The failures of steel-grid occurred at welded point both of longitudinal members and transverse members and of jointed parts. The strength of jointed parts itself got pullout force about 20kN, which was about 65% for ultimate pullout force of the longitudinal members N=2. To the stability analysis of reinforced structure including the reinforced slope, the studying of connection effects at jointed part of reinforcement members must be considered. Through the results of them, the stability of reinforced structures should be satisfied.

• 콘크리트학회논문집
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• 제12권1호
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• pp.61-67
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• 2000

The strengthening method with CFS(Carbon Fiber Sheet) has some fatal defects that the beams strengthened with CFS is always failed far below its ultimated strenth due to rapid progress of horizontal delamination. The crack between beam and CFS are always started from the center of the beam and propagated to the end of the beam. The moment of the beam is always the largest in the middle of the beam, so is the tensile force of the CFS. The bumped surface of the CFS causes debonding force depending on the tensile force of CFS. In this study, two methods which delay early delamination are suggested and proved its validity, experimentally. The first method is using anchor bolt at the end of CFS, and the second method is using CFS wrap aroud at the center and the end of beam. The maximum load and ductility of the two methods are increased significantly. However, the maximum load is still far below the ultimate load. That's because the tensile strength of CFS is so large that its tensile strength can not be reached under normal loading condition. The ductility of the strengthened beam is improved more that twice before modiffication.