• 콘크리트학회논문집
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• 제18권5호
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• pp.621-630
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• 2006

산업부산물을 활용한 고강도 경량 콘크리트 보의 역학적 거동 구명과 함께 경량 콘크리트 보의 이론식을 바탕으로 합리적인 전단강도식을 제안하였다. 보는 경량 골재를 사용한 고강도 경량 콘크리트 보(L) 8개와 일반 골재를 사용한 고강도콘크리트 보(H) 4개의 실험체를 제작하였다. 그리고 전단스팬비(a/b=1.5, 2.5, 3.5, 4.5), 인장철근비(${\rho}$=0.57, 1.0, 1.59, 2.3%), 콘크리트의 압축강도(35.4, 65.3MPa)를 주요 변수로 설정하여 실험하였다. 이로부터 보에 대한 하중-처짐관계 및 변형률 분포, 파괴성상, 최대내력 등에 대하여 측정하였다. 또한 보의 전단강도식의 제안을 위하여 사인장 균열 강도와 극한전단강도로 세분화하여 기존 제안식과 규준식에 적용시켜 상호 비교 분석을 하였다. $V_{cr}$에 있어서는 a/b=2.5 이상에서는 ACI 규준식과 Zsutty제안식에서 감소하는 결과였지만, Mathey의 제안식에서는 약간의 상승 경향을 보였다. 또한, ${\rho},\;f_c$의 증가에 따라 $V_{cr,\exp}/V_{cr,cal}$은 과대평가의 경향이 나타났다. 한편, $V_{u, \exp}/V_{u,cal}$에서는 통계적인 방법으로 유도된 Zsutty의 제안식이 실험결과와의 일치성에서 좋은 결과를 보였다. 이 식으로부터 유도 수정된 전단강도에 대한 제안식은 $V_{cr},\;V_u$에서 합리적으로 예측할 수 있음을 알 수 있었다. 따라서 본 연구에서 제안된 전단강도 식은 경량 콘크리트의 전단스팬비, 인장철근비, 콘크리트 압축강도의 변화에 따른 전단내력을 합리적으로 평가하는데 유용하게 활용될 수 있을 것으로 사료된다.

• 대한치과기공학회지
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• 제33권4호
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• pp.349-357
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• 2011

Purpose: In this study, for the reasons of observing the changes when using bonding agent with Ni-Cr alloy and Co-Cr alloy and using VM13 and Vintage MP ceramic which have the disparity in coefficient of thermal expansion, it is carried out to evaluate the characteristics of the bonding agent through the analysis of the interface between metal and ceramic and the analysis of bond strength by variable. Methods: The surface treatment was performed on the two kinds of alloy(Ni-Cr alloy and Co-Cr alloy) specimens, which were sandblasted and were treated with bonder application. The metal-ceramic interfaces were analyzed with EPMA in order to ionic diffusion, and the shear test was performed. Results: As a result of observation of metal-ceramic interfacial properties, it was observed that Cr atoms were spread from the alloy body to the ceramic floor in the specimen of Group B. It was also seen that Cr, W atoms were spread from the alloy body to the ceramic floor in the specimen of Group S. In consequence of observing Shear bond strength, it was calculated that the specimen of BSV was 27.75(${\pm}11.21$)MPa, BSM was 27.02(${\pm}5.23$)MPa, BCV was 30.20(${\pm}5.99$)MPa, BCM was 27.94(${\pm}10.76$)MPa, SSV was 20.83(${\pm}2.58$)MPa, SSM was 23.98(${\pm}3.94$)MPa, SCV was 32.32(${\pm}4.68$)MPa, and SCM was 34.54(${\pm}10.63$)MPa. Conclusion: In the metal-ceramic interface of Bellabond plus sample group, diffusion of Cr atoms was incurred and diffusion of C Cr atoms and W atoms in the sample group of $Starloy{(R)}\;C$ was observed. Using bonding agent showed the higher bond strength than using the sand blasting treatment. In the Bellabond plus alloys, the specimen group with the use of binding materials showed higher shear bond strength, but didn't show statistically significant differences (p>0.05). In the $Starloy{(R)}\;C$ alloys, the specimen group with the use of binding materials showed higher shear bond strength and statistically significant differences(p<0.05). In terms of VM13 ceramic, it was in the Bellabond plus alloys that the high shear bond strength was showed, but there's no statistically significant differences(p>0.05). In terms of Vintage MP ceramic, it was in the $Starloy{(R)}\;C$ alloys that the high shear bond strength was showed and statistically significant differences(p<0.05). Metal-ceramic to fracture of the shear strength measurements and an analysis of all aspects of military usage fracture of the composite, respectively.

• 한국공간구조학회논문집
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• 제19권2호
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• pp.91-99
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• 2019

The push-out tests have been conducted on the specimens which consist of the steel beam with U-shape section and the continuous cap-type shear connector. Existing formulas for the elevation of shear connector capacity were investigated on the basis of test results. The shear capacities of continuous cap-type shear connectors distinctly declined as the diameters of side-hole in the shear connector increased. The rebars through side-hole for the transverse reinforcement improved the shear capacity of continuous cap-type connector by 20 to 30 percent. It was not feasible to obtain the appropriate capacity values of continuous cap-type shear connectors made of thin steel plate like those of in this study, using the existing formulas. The new formula for reflecting the shear strength of penetrative bars was proposed based on the shear equation of Eurocode 4. The slip capacities of continuous cap-type shear connectors were shown to exceed the limit value of 6mm for the sufficiently ductile behavior.

• 대한치과보철학회지
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• 제51권2호
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• pp.73-81
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• 2013

연구 목적: 이 연구의 목적은 지르코니아 표면처리에 따른 3종의 레진시멘트와 지르코니아의 전단결합강도를 평가하기 위함이다. 연구 재료 및 방법: 총 143개의 디스크 모양의 지르코니아 블록(HASS Co., Gangneung, Korea) 시편을 제작하고 총 13개군(n=11)으로 나누었다. 그중9개군은 표면처리 방식(1. 알루미나 분사, 2. 알루미나 분사와 지르코니아 라이너의 도포, 3.알루미나 분사와 Rocatec (3M ESPE, Seefeld, Germany) 처리) 및 사용한 3종류의 레진시멘트(Bistite II (Tokuyama Dental Co., Japan), Panavia F2.0 (Kuraray Medical, Japan), Super-bond C&B (Sun Medical, Japan))에 따라 나누어 열순환처리 전 접착강도 실험을 시행하였다. 열순환처리 전 접착강도 실험은 위 3종류의 레진시멘트를 3가지 방법으로 표면처리한 지르코니아 시편에 접착하고, 상온의 증류수에 24시간 동안 보관한 후, 전단결합강도를 측정하였다. 열순환처리 후 접착강도 실험은, 열순환처리 전 접착강도 실험에서 우수한 전단결합강도를 보인 지르코니아 표면처리군(알루미나 분사와 Rocatec 처리를 하고 3종류의 레진시멘트를 접착한 3개의 군)과 대조군으로 알루미나만으로 표면처리 후 Super-bond C&B를 접착한 1개의 군을 대상으로 $5^{\circ}C$와 $55^{\circ}C$사이에서 5,000회 열순환처리를 시행하고 전단결합강도를 측정하였다. 결과: 열순환처리 전 접착강도 실험에서는 알루미나 분사와 Rocatec 처리를 한 지르코니아 표면에 Super-bond C&B를 접착한 군이 가장 높은 전단결합강도를 보였다. Super-bond C&B를 사용한 군이 다른 시멘트 군보다 유의성 있게 높은 전단결합강도를 보였으며, 지르코니아 표면에 Rocatec 처리를 한 군이 다른 표면처리를 한 군보다 유의성 있게 높은 전단결합강도를 보였다. 열순환처리를 한 후에는, Rocatec 처리를 한 지르코니아 표면에 Super-bond C&B를 접착한 군만이 유일하게 전단결합강도가 증가하였으며, 다른 모든 군에서는 전단결합강도가 감소하였다. 결론: 본 실험에서는 Super-bond C&B 시멘트가 가장 높은 전단결합강도를 보였으며, Rocatec 시스템은 레진시멘트와 지르코니아의 전단결합강도를 향상시키는 방법이 될 것이라고 사료된다.

• 교육시설 논문지
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• 제20권4호
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• pp.35-43
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• 2013

Some results of experimental investigation conducted to assess the effect of cement composite strength and ductility on the shear behavior and crack-damage mitigation of stud connections between existing reinforced concrete frame in school buildings and seismic strengthening elements from cyclically direct shear tests are described. The cement composite strengths include 50 for medium strength and 70 MPa for high strength. Two types of cement composites, strain-hardening cement composite (SHCC) and non-shrinkage mortar, are used for stud shear connection specimens. The special SHCCs are reinforced with hybrid 0.2% polyethylene (PE) and 1.3% polyvinyl alcohol (PVA) fibers at the volume fraction and exhibits tensile strain capacity ranging from 0.2 to 0.5%. Test result indicates that SHCC improves the seismic performance and crack-damage mitigation of stud shear connections compared with stud connections with non-shrinkage mortar. However, the performance enhancement in SHCC stud connections with transverse and longitudinal reinforcements is less notable for those without additional reinforcement.

• Steel and Composite Structures
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• 제13권5호
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• pp.489-500
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• 2012

Cold-formed steel profile sheets acting as decks have been popularly used in composite slab systems in steel structural works, since it acts as a working platform as well as formwork for concreting during construction stage and also as tension reinforcement for the concrete slab during service. In developing countries like India, this system of flooring is being increasingly used due to the innate advantage of these systems. Three modes of failure have been identified in composite slab such as flexural, vertical shear and longitudinal shear failure. Longitudinal shear failure is the one which is difficult to predict theoretically and therefore experimental methods suggested by Eurocode 4 (EC 4) of four point bending test is in practice throughout world. This paper presents such an experimental investigation on embossed profile sheet acting as a composite deck where in the longitudinal shear bond characteristics values are evaluated. Two stages, brittle and ductile phases were observed during the tests. The cyclic load appears to less effect on the ultimate shear strength of the composite slab.

• Steel and Composite Structures
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• 제28권4호
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• pp.483-494
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• 2018

In this research the effect of high strength concrete (HSC) on shear capability of the channel shear connectors (CSC) in the steel concrete composite floor system was estimated experimentally and analytically. The push-out test was carried out for assessing the accurateness of the proposed model (nonlinear and finite element model) for the test specimens. A parametric analysis was conducted for predicting the shear capacity of the connectors (CSC) in the HSC. Eight push-out specimens of different sizes with different strength levels were tested under the monotonic loading system. The aim of this study was to evaluate the efficacy of the National Building Code of Canada (NBC) of Canada for analysing the loading abilities of the CSC in the HSC. Using the experimental tests results and verifying the finite element results with them, it was then confirmed by the extended parametric studies that the Canadian Design Code was less efficient for predicting the capacity of the CSC in the HSC. Hence, an alternative equation was formulated for predicting the shear capacity of these connectors during the inclusion of HSC for designing the codes.

• 한국강구조학회 논문집
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• 제29권5호
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• pp.377-387
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• 2017

이 연구에서는 강판 매입형 합성기둥의 Push-out Test를 통해 강재와 콘크리트의 부착면적에 따른 영향을 알아보았다. 이로써 부착면적이 넓을수록 부착응력은 작아진다는 경향이 조사되었다. 또한 소규모 매입형 합성기둥의 경우에는 설계기준에서 제시하는 공칭부착 응력값이 과소하게 적용되는 것을 확인하였다. 다음으로 H형강 매입형 합성기둥의 Push-out Test를 통해 전단연결재의 수와 간격에 따른 영향을 알아보았다. 이로써 전단연결재의 전단거동을 파악할 수 있었다.

• 한국농공학회논문집
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• 제52권3호
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• pp.73-79
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• 2010

In the present study, the loading frequency dependencies of cyclic shear strength and elastic shear modulus of reconstituted clay were examined by performing undrained cyclic triaxial tests and undrained cyclic triaxial tests to determine deformation properties. The result of undrained cyclic triaxial test of reconstituted and saturated clay shows that a faster frequency leads to higher stress amplitude ratio, but when the frequency becomes fast up to a certain point, the stress amplitude ratio will reach its maximum limit and the frequency dependence becomes insignificant. And also, the result of undrained cyclic triaxial deformation test shows a fact that a faster loading frequency leads to higher equivalent shear modules and smaller hysteresis damping ratio, and confirms the frequency dependence of cohesive soil. Meanwhile, the result of the creep test shows that continuing creep is created in the undrained cyclic triaxial test with slow loading frequency rate, and since loading rate becomes slower at the vicinity of the maximum and the minimum deviator stress due to sine wave loading, the vicinity of the maximum and the minimum deviator stress shall be more influenced by creep.

• 한국안전학회지
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• 제14권1호
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• pp.129-140
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• 1999

This study presents test results of RC beams strengthened by steel plates, carbon fiber sheets(CFS) and aramid fiber sheets(AFS) for increasing flexural and shear resistance. The test was performed with different parameters including the type of strengthening materials, flexural-strengthening methods and shear-strengthening methods. In case of flexural test, RC beams are initially loaded to 70% of the ultimate flexural capacity and in case of shear test loaded to 60 or 80 percent of the ultimate shear capacity and subsequently reinforced with steel plates, CFS and AFS. Experimental data on strength, steel strain, deflection, and mode of failure of the reinforced beams were obtained, and comparisons between the different shear reinforced schemes and the non-strengthened control beams were made. The test results showed that damaged RC beams strengthened by steel plates, CFS and AFS have more improved the flexural and shear capacity. For the beams with external reinforcement by steel plates, aramid fiber sheets and carbon fiber sheets increases in ultimate strength of 4 to 21, 17 to 43 and 26 to 36 percent were respectively achieved. Initial load had small effect on strength after reinforcement, but an important influence on deflection. One sheet reinforced was stronger than two sheets reinforced but less deflected than two sheets reinforced.