• Structural Engineering and Mechanics
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• 제61권1호
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• pp.125-142
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• 2017

Extensive research work has been performed on shear strengthening of reinforced concrete (RC) beams retrofitted with externally bonded carbon fiber reinforced polymer (CFRP) in form of strips. However, most of this research work is experimental and very scarce studies are available on numerical modelling of such beams due to truly challenging nature of modelling concrete shear cracking and interfacial interaction between components of such beams. This paper presents an appropriate model for RC beam and to simulate its cracking without numerical computational difficulties, convergence and solution degradation problems. Modelling of steel and CFRP and their interfacial interaction with concrete are discussed. Finally, commercially available non-linear finite element software ABAQUS is used to validate the developed finite element model with key tests performed on full scale T-beams with and without CFRP retrofitting, taken from previous extensive research work. The modelling parameters for bonding behavior of CFRP with special anchors are also proposed. The results presented in this research work illustrate that appropriate modelling of bond behavior of all the three types of interfaces is important in order to correctly simulate the shear behavior of RC beams strengthened with CFRP.

• Steel and Composite Structures
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• 제49권1호
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• pp.19-30
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• 2023

Steel-concrete composite slabs represent a very efficient floor solution combining the key performance of two different materials: the steel and the concrete. Composite slab response is governed by the degree of the interaction between these two materials, mainly depending by chemical and mechanical bond. The latter is characterized by a limited degree of confinement if compared with the one of the rebars in reinforced concrete members while the former is remarkably influenced by the type of concrete and the roughness of the profiled surface, frequently lubricated during the cold-forming manufacturing processes. Indeed, owing to the impossibility to guarantee a full interaction between the two materials, a key parameter governing slab design is represented by the horizontal shear-bond strength, which should be always experimentally estimated. According to EC4, the design of the slab bending resistance, is based on the simplified assumption that the decking sheet is totally yielded, i.e., always in plastic range, despite experimental and numerical researches demonstrate that a large part of the steel deck resists in elastic range when longitudinal shear collapse is achieved. In the paper, the limit strain for composite slab, which corresponds to the slip, i.e., the debonding between the two materials, has been appraised by means of a refined numerical method used for the simulation of experimental results obtained on 8 different composite slab types. In total, 71 specimens have been considered, differing for the properties of the materials, cross-section of the trapezoidal profiled metal sheets and specimen lengths.

• 한국전산구조공학회논문집
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• 제33권3호
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• pp.153-158
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• 2020

본 논문에서는 부분 CFST (concrete-filled steel tube) 기둥에 대한 수치해석적 저항력 평가 방법에 대해 소개하고 있다. 기존 RC(reinforced concrete) 기둥에서 소성힌지가 발생할 것으로 예상되는 부분을 강관으로 보강함으로써 완전 CFST 기둥보다는 적은 재료를 사용하여 비슷한 휨 모멘트 저항력을 가지는 부분 CFST 기둥의 디자인 컨셉을 제시하였다. 부분 CFST 기둥에서 외부 강관과 내부 콘크리트 사이의 계면에서 거동을 수치해석적으로 모사하기 위해 개선된 부착슬립모델을 적용한 유한요소모델을 구축하고, 이중곡률 휨-압축시험결과와 비교를 통해 타당성을 검증하였다. 검증된 수치모델을 바탕으로 매개변수 연구를 통해서 P-M 상관도를 그려 단면 조건에 따른 최대 저항력을 평가하였다. 또한, 강관 두께별로 필요 보강길이를 산출하고, 보강 조건에 따른 부분 CFST 기둥에서의 파괴메커니즘을 분석하였다.

• 대한치과교정학회지
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• 제45권6호
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• pp.299-307
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• 2015

Objective: The aims of this study were to compare the shear bond strength between orthodontic metal brackets and glazed zirconia using different types of primer before applying resin cement and to determine which primer was more effective. Methods: Zirconia blocks were milled and embedded in acrylic resin and randomly assigned to one of four groups: nonglazed zirconia with sandblasting and zirconia primer (NZ); glazed zirconia with sandblasting, etching, and zirconia primer (GZ); glazed zirconia with sandblasting, etching, and porcelain primer (GP); and glazed zirconia with sandblasting, etching, zirconia primer, and porcelain primer (GZP). A stainless steel metal bracket was bonded to each target surface with resin cement, and all specimens underwent thermal cycling. The shear bond strength of the specimens was measured by a universal testing machine. A scanning electron microscope, three-dimensional optical surface-profiler, and stereoscopic microscope were used to image the zirconia surfaces. The data were analyzed with one-way analyses of variance and the Fisher exact test. Results: Group GZ showed significantly lower shear bond strength than did the other groups. No statistically significant differences were found among groups NZ, GP, and GZP. All specimens in group GZ showed adhesive failure between the zirconia and resin cement. In groups NZ and GP, bonding failed at the interface between the resin cement and bracket base or showed complex adhesive and cohesive failure. Conclusions: Porcelain primer is the more appropriate choice for bonding a metal bracket to the surface of a full-contour glazed zirconia crown with resin cement.

• Restorative Dentistry and Endodontics
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• 제19권1호
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• pp.159-168
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• 1994

The purpose of this study was to evaluate the shear bond strength of the porcelain laminate specimens according to the surface roughness of the cut enamel of human anterior teeth. Flat enamel surfaces were prepared in 30 extracted human anterior teeth with diamond disc which were divided into two groups. Group 1 Coarse enamel surface group prepared with LVS-3 bur. Group 2 Fine enamel surface group prepared with superfine diamond bur. 30 teeth specimens of two group were stored in normal saline during 24 hours. 30 disk - type porcelain laminate specimens with diameter 4mm and thickness 1mm were made and sand - blasted on internal surface which were to cemented on enamel surface. Porcelain laminate specimens were cemented on enamel surface with Choice Veneer System (Bisco Dental, U.S.A) according to manufacture's instructions. All teeth specimens of two groups were manipulated with same method and stored In normal saline before testing. An Universal Testing machine (Model No.UTM-4206,Instron, U.S.A) was used to apply shear loads in the vertical directed, and the force required for separation was recorded with a cross head speed of 3mm/min and 500kg in full scale. The results were as follow ; 1. The mean shear bond strength of coarse surface group was 36.30kg and that of fine surface group was 44.39 kg, but there was no significant difference in breaking strength of two groups(p>0.05).

• 한국강구조학회 논문집
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• 제19권4호
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• pp.413-423
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• 2007

기존의 층고절감형 합성보 시스템은 철골보의 웨브면에 바닥판을 삽입하여 시공하기 때문에 상대적으로 기존 합성보 형식과 비교하여 층고를 대폭적으로 줄일 수 있지만, 적용되는 철골보 춤이 제한되기 때문에 적용 가능한 스팬이 한정되어 있어 여러 가지 다양한 건축구조의 수요에 능동적으로 대처하기가 어려운 단점이 있다. 따라서, 본 연구에서는 기존의 층고절감형 합성보의 단점을 해결하기 위하여 합성보의 춤을 자유로이 조절할 수 있는 층고절감형 매입형 합성보를 개발하였다. 본 연구는 콘크리트에 매입된 강팡성형 철골보를 가지는 불완전 합성보의 휨거동에 관한 것이다. 총 5개의 실대형 실험체를 전단연결재 및 보강근의 사용유무, 슬래브 형식을 주요변수로 하여 실험을 수행하였다. 실험결과, 별도의 전단연결재를 설치하지 않은 실험체는 자체가 가지고 있는 기계적 화학적 부착응력으로 인해 $0.20{\sim}0.76N/mm^2$의 부착응력을 나타내었다.

• 구강회복응용과학지
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• 제25권4호
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• pp.403-415
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• 2009

본 연구에서는 시멘트 유지형 임플란트에서 지대주의 수렴각과 시멘트 종류에 따라 보철물의 유지력에 미치는 영향에 대해 알아보고자 하였다. 임플란트 지대주와 유사한 외형을 갖는 금속 다이를 제작하였으며, 짧은 지대주(5mm)와 긴 지대주(10mm) 두가지로 설정하였으며, 각각 5, 10, 15, 25도의 수렴각을 갖는 금속 다이를 제작하였다. 금속 다이와 금속 다이로부터 제작한 금주조관을 Temp-bond, petroleum jelly를 일정 비율로 섞은 Temp-bond, ZPC, Premier implant cement로 합착시킨 후, 인장력에 대한 유지력을 측정하였다. 그 후 각각의 시멘트 군에서 수렴각의 변화가 유지력에 미치는 영향과 각 수렴각 군에서 시멘트의 변화가 유지력에 미치는 영향을 비교하였다. 또한 본 실험에서 사용된 시멘트 중 Premier implant cement의 변연 간격에 대한 연구를 추가적으로 시행하였으며, in-vitro 실험의 한계 내에서 다음과 같은 결론을 도출하였다. 1. Petroleum jelly를 첨가한 Temp-bond의 경우 각각 수렴각이 증가함에 따라 모든 경우에 유지력이 감소함을 보였으며, 시멘트 중 가장 낮은 유지력을 나타냈다. 2. ZPC의 경우 수렴각이 증가함에 따라 유지력의 감소를 보였으며, 수렴각이 5도인 경우 ZPC가 Premier implant cement보다 더 큰 유지력을 보였다. 3. Premier implant cement의 경우 수렴각이 5도일 때 가장 작은 유지력을 보이고 10도에서 가장 큰 값을 보인 후 수렴각이 증가할수록 유지력이 감소하는 양상을 보였다. 4. Premier implant cement의 경우 이번 실험의 조건 내에서 수렴각이 10도일 때보다 5도일 때 더 큰 변연 간격을 보였다.

• 콘크리트학회논문집
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• 제14권5호
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• pp.645-652
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• 2002

본 논문은 탄소 FRP 판을 이용한 철근 콘크리트 보의 휨 보강효과와 거동에 대한 연구이다. 본 연구에서의 실험인자로는 휨보강 탄소 FRP 판의 부착길이와 탄소 FRP 쉬트의 복부정착 길이이다. 시험보는 탄소 FRP 판으로 인장면에 부착하여 휨 보강하고 FRP 판을 탄소 FRP 쉬트로 복부에 정착하였다. 일반적으로 복부정착이 없는 휨 보강된 보들의 파괴형태는 횡방향 주철 근을 따라 발생한 콘크리트 덮개 박리파괴를 나타내었다. 반면, 탄소 FRP 쉬트로 복부 정착된 휨 보강 보들은 CFRP 파단파괴 후 콘크리트 경계면 전단 박리파괴를 나타내었다. 보강된 보들의 극한하중과 극한처짐은 FRP 판의 휨 부착길이의 증가에 따라 증가하였다. 또한, 휨 보강된 보들은 FRP 쉬트의 복부정착 길이의 증가에 따라 극한하중과 극한처짐 값이 증가하였다. 특히, 복부 정착한 보들은 최대 극한하중에 도달한 후에도 상당한 극한하중 지지능력을 상당한 극한 처짐 시까지 유지하였다. 시험보의 길이에 걸친 FRP 판의 변형률 분포는 휨 모멘트도의 모양과 거의 유사하여 전단지간에서 일정한 전단응력 분포를 가정할 수 있었다. 전지간을 휨 보강한 보에 있어서는 콘크리트와 FRP 쉬트에 의한 경계면에서의 극한전단 저항강도는 복부정착 길이가 늘어남에 따라 증가하였다. 전단 저항강도 중에서 본 실험에서 사용한 복부 정착 FRP 쉬트도 일부의 전단 저항강도를 부담하였다.

• Animal Bioscience
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• 제36권5호
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• pp.810-817
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• 2023

Objective: The aim was to compare the behavioral response to full separation of cows and calves maintained together for 100 days or 24 h. Methods: Twelve Holstein-Friesian cow-calf pairs were enrolled into either treatment or industry groups (n = 6 cow-calf pairs/group). The treatment cows and calves were maintained on pasture together for 106±8.6 d and temporarily separated twice a day for milking. The Industry cows and their calves, were separated within 24 h postpartum. Triaxial accelerometer neck-mounted sensors were fitted to cows 3 weeks before separation to measure hourly rumination and activity. Before separation, cow and calf behavior was observed by scan sampling for 15 min. During the separation process, frequency of vocalizations and turn arounds were recorded. At separation, cows were moved to an observation pen where behavior was recorded for 3 d. A CCTV camera was used to record video footage of cows within the observation pens and behavior was documented from the videos in 15 min intervals across the 3 d. Results: Before separation, industry calves were more likely to be near their mother than Treatment calves. During the separation process, vocalization and turn around behavior was similar between groups. After full separation, treatment cows vocalized three times more than industry cows. However, the frequency of time spent close to barrier, standing, lying, walking, and eating were similar between industry and treatment cows. Treatment cows had greater rumination duration, and were more active, than industry cows. Conclusion: These findings suggest a similar behavioral response to full calf separation and greater occurrence of vocalizations, from cows maintained in a long-term, pasture-based, cow-calf rearing system when ompared to cows separated within 24 h. However, further work is required to assess the impact of full separation on calf behavior.

• 한국지진공학회논문집
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• 제24권1호
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• pp.29-37
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• 2020

This study is to investigate the effect of a retrofitted reinforced concrete frame with non-seismic details strengthened by embedded steel moment frames with an indirect joint, which mitigates the problems of the direct joint method. First, full-scale experiments were conducted to confirm the structural behavior of a 2-story reinforced concrete frame with non-seismic details and strengthened by a steel moment frame with an indirect joint. The reinforced concrete frame with non-seismic details showed a maximum strength of 185 kN at an overall drift ratio of 1.75%. The flexural-shear failure of columns was governed, and shear cracks were concentrated at the beam-column joints. The reinforced concrete frame strengthened by the embedded steel moment frames achieved a maximum strength of 701 kN at an overall drift ratio of 1.5% so that the maximum strength was about 3.8 times that of the specimen with non-seismic details. The failure pattern of the retrofitted specimen was the loss of bond strength between the concrete and the rebars of the columns caused by a prying action of the bottom indirect joint because of lateral force. Furthermore, methods are proposed for calculation of the specified strength of the reinforced concrete frame with non-seismic details and strengthened by the steel moment frame with the indirect joint.