• Steel and Composite Structures
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• 제25권4호
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• pp.505-521
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• 2017

The steel plate shear wall with beam-only connected infill plate (SSW-BO) is an innovative lateral load resisting system consisting of infill plates connected to surrounding beams and separated from the main columns. In this research, the effects of perforation diameter as well as slenderness ratios of infill plates on the hysteresis behavior of SSW-BO systems were studied experimentally. Experimental testing is performed on eight one-sixth scaled one-story SSW-BO specimens with two plate thicknesses and four different circular opening ratios at the center of the panels under fully reversed cyclic quasi-static loading in compliance with the SAC test protocol. Strength, stiffness, ductility and energy absorption were evaluated based on the hysteresis loops. It is found that the systems exhibited stable hysteretic behavior during testing until significant damage in the connection of infill plates to surrounding beams at large drifts. It is also seen that pinching occurred in the hysteresis loops, since the hinge type connections were used as boundaries at four corners of surrounding frames. The strength and initial stiffness degradation of the perforated specimens containing opening ratio of 0.36 compared to the solid one is in the range of 20% to 30% and 40% to 50%, respectively.

• 동력기계공학회지
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• 제18권1호
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• pp.38-44
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• 2014

The objectives of this study are to measure the ball recovery rate of cleaning apparatus for plate heat exchanger. Ceramic ball is used for plate heat exchanger cleaning. The main components of cleaning apparatus are comprised of ball collector, ball trap, ejector, pump and plate heat exchanger. The ball recovery rate are obtained with change in recovery time and velocity of water. The results show that the ball recovery rate is slightly increased with increase in the recovery time and the velocity of water over 0.4 m/s in the straight flow. In the case of reverse flow, the ball recovery rate more increased than straight flow. The maximum ball recovery rate of the straight flow and reverse flow reach 83.97% and 86.61%, respectively, when the velocity and cleaning time are 0.5 m/s and 15min.

• Structural Engineering and Mechanics
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• 제44권6호
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• pp.815-837
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• 2012

A plated beam is strengthened by bonding a thin plate to the tension face; it often fails because of premature debonding of the thin plate from the original beam in a brittle manner. A sound understanding of the mechanism of such debonding failure is very important for the effective use of this strengthening technique. This paper presents an improved analytical solution for interfacial stresses that incorporates multiple loading conditions simultaneously, including prestress, mechanical and thermal loads, and the effects of adherend shear deformations and curvature mismatches between the beam and the plate. Simply supported beams bonded with a thin prestressing plate and subjected to both mechanical and thermal loading were considered in the present work. The effects of the curvature mismatch and adherend shear deformations of the beam and plate were investigated and compared. The main mechanisms affecting the distribution of interfacial stresses were analyzed. Both the normal and shear stresses were found to be significantly influenced by the coupled effects of the elastic moduli with the ratios $E_a/E_b$ and $E_a/E_p$.

• Advances in materials Research
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• 제6권3호
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• pp.257-278
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• 2017

A simple closed-form solution to calculate the interfacial shear and normal stresses of retrofitted concrete beam strengthened with thin composite plate under mechanical loads including the creep and shrinkage effect has been presented in this paper. In such plated beams, tensile forces develop in the bonded plate, and these have to be transferred to the original beam via interfacial shear and normal stresses. Consequently, debonding failure may occur at the plate ends due to a combination of high shear and normal interfacial stresses. These stresses between a beam and a soffit plate, within the linear elastic range, have been addressed by numerous analytical investigations. Surprisingly, none of these investigations has examined interfacial stresses while taking the creep and shrinkage effect into account. In the present theoretical analysis for the interfacial stresses between reinforced concrete beam and a thin composite plate bonded to its soffit, the influence of creep and shrinkage effect relative to the time of the casting, and the time of the loading of the beams is taken into account. Numerical results from the present analysis are presented both to demonstrate the advantages of the present solution over existing ones and to illustrate the main characteristics of interfacial stress distributions.

• Steel and Composite Structures
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• 제43권1호
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• pp.107-116
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• 2022

This paper presents results of numerical studies completed on unreinforced and doubler plate reinforced Elliptical Hollow Section (EHS) T-joints subjected to axial compressive loading on the brace member. Non-linear finite element (FE) models were developed using the finite element code, ABAQUS. Available test data in literature was used to validate the FE models. Subsequently, a parametric study was carried out to investigate the effects of various geometrical parameters of main members and reinforcement plates on the ultimate capacity of reinforced EHS T-joints. The parametric study found that the reinforcing plate significantly increases the ultimate capacity of EHS T-joints up to twice the capacity of the corresponding unreinforced joint. The thickness and length of the reinforcing plate have a positive effect on the ultimate capacity of Type 1 joints. This study, however, found that the capacity of Type 1 orientation is not dependent on the brace-to-chord diameter ratio. As for type 2 orientations, the thickness and length of the reinforcement have a minimal effect on the ultimate capacity. A new design method is introduced to predict the capacity of the reinforced EHS T-joints Type 1 and 2 based on the multiple linear regression analyses.

• 한국강구조학회 논문집
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• 제25권1호
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• pp.25-34
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• 2013

매닮 데크플레이트를 이용한 슬래브의 휨거동을 실험적으로 조사하기 위한 것이 본 논문의 목적이다. 슬래브의 휨성능을 평가하기 위한 실험의 주요 변수로는 데크의 춤과 두께, 스팬, 철근보강 유무 및 단부지지 조건(단순, 고정) 이다. 이러한 슬래브에 수직하중이 작용하도록 총 6개의 실험체를 제작하여 실험하였다. 실험결과, 주요변수와 관계없이 슬래브의 내력은 수직방향 휨변형에 의해 지배됨을 알 수 있다. 또한, 리브단면 내에 휨철근이 배근된 실험체가 초기강성 및 균열강성, 휨강도 측면에서 상당히 높게 평가됨을 알 수 있다. 이론값과의 내력 비교결과, 평균 1.05로 상당히 잘 일치하는 것으로 나타났다.

• 전자공학회논문지 IE
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• 제46권4호
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• pp.25-30
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• 2009

용광로는 외피 부분에 내부 내화물의 온도를 낮추기 위하여 냉각수를 공급하는 냉각판 또는 스테이브를 사용하고 있다. 주변 조업 조건의 열악으로 냉각수를 공급하는 배관의 부식으로 냉각수가 내화물에 침투하여 내화물의 수명을 떨어뜨리고, 노황을 악화시키는 원인이 되고 있다. 이에 본 연구는 용광로 냉각설비장치에 이상 현상이 발생하였을 때 위치를 정확히 확인함에 따라 신속하게 누수된 부위를 파악하여 대처할 수 있는 기능을 갖춘 냉각관 누수 자동감지장치를 개발하였다. 주된 연구는 전자제어 장치인 마이크로프로세서를 응용한 전자변 제어장치를 이용하여 냉각설비의 파손으로 발생되는 누수현상으로 인한 고열과 분진 일산화탄소 등의 산출로 작업환경의 재해를 자동방지 하고자 하였으며, 작업환경이 친환경적이며 작업의 가치를 재창출할 수 있는 방법들이 연구되고 있다. 용광로 분위기의 일산화탄소 자동 감지장치와 그에 따른 출력신호를 자동 전송하는 무선중계기 장치를 개발함으로 용광로 냉각설비 장치의 분위기 작업환경을 수동방식에서 무인자동화방식으로 개선하였다.

• 대한기계학회논문집B
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• 제28권4호
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• pp.475-485
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• 2004

This paper was studied to investigate and compare the effects of inclined baffle plate on the turbulent flow characteristics of a gun-type gas burner through X-Y plane and Y-Z plane respectively by using X-probe from hot-wire anemometer system. For this purpose, two burner models with a cone-type baffle plate and a flat-type one respectively were used. The fast jet flow spurted from slits plays a role such as an air-curtain because it encircles rotational flow by swirl vanes and drives mixed main flow to axial direction regardless of the inclination of baffle plate. The inclined baffle plate causes axial mean velocity component and turbulent intensities etc. to be greatly concentrated towards the central part of a burner, and its effect especially appears in the range of about X/R=1.0-2.0. Also, it gives much larger size to axial mean velocity component and turbulent intensities etc formed near the slits in the range of X/R=1.4103. Especially the inclined baffle plate shifts more the Reynolds shear stress uw to the central region of a burner(Y/R=${\pm}$0.75) than the flat-type one, moreover it develops more strongly than uv.

• 한국강구조학회 논문집
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• 제24권3호
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• pp.313-323
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• 2012

본 연구의 목적은 콘크리트량을 저감시키기 위해 오메가형 강판을 삽입한 철선일체형 중공 데크플레이트 슬래브와 용접 H형강합성보의 휨성능 및 $CO_2$ 감소량을 평가하는 것이다. 중공 데크플레이트 슬래브는 콘크리트의 양을 줄여 건물의 중량을 저감시킬 수 있을 뿐만 아니라 환경친화적인 구조물을 확보할 수 있다. 따라서 본 연구에서는 액츄에이터를 이용한 단조가력 실험을 실시하여 합성보의 휨성능을 평가하였으며, 기존연구를 바탕으로 이산화탄소의 배출량을 정량적으로 평가하였다. 주요 실험 변수는 오메가형 강판 상부 슬래브의 콘크리트 두께, 오메가형 강판의 단속길이 등이다. 실험결과, 용접 H형강 보에 오메가형 강판을 삽입한 철선일체형 중공 데크플레이트 슬래브를 적용하여 합성보로 사용하면, 콘크리트 양의 감소에 의한 합성보의 휨내력 저하는 없는 것으로 나타났으며, $CO_2$ 절감에도 효과적인 것으로 나타났다.

• 한국공간구조학회논문집
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• 제5권4호
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• pp.71-77
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• 2005

보강방법으로 많이 사용되고 있는 CFRP Plate 접착 공법은 보강된 부재의 내력 증가에 아주 효과적이나 에폭시를 이용하여 표면 부착하는 특성상 충분한 성능을 발휘하지 못하고 보강 판의 탈락으로 파괴에 이르는 조기파괴(premature failure)의 파괴 특성을 보인다. 이러한 보강 실험체의 파괴 특성은 철근비, 콘크리트 강도, 보강재 종류, 보강길이, 접착제인 에폭시의 물성 등의 변수들에 의해 영향을 받는다. 본 연구에서는 CFRP Plate로 휨 보강된 RC 보의 구조적 거동 및 보강재 조기 탈락에 대한 보완으로 보강 CFRP-Rod를 이용한 표면매립공법의 휨 성능효과를 보기 위하여 수행된 실험결과를 비교 고찰한다. CFRP Plate 외부부착 공법을 적용한 RC 보강보의 주요 변수로는 보강재 길이, 보강위치(보의 인장면 및 측면), 단부 보강철물 유무 등의 실험변수로, CFRP-Rod는 보강재 길이를 변수로 하여 실험을 수행하였다.