• 콘크리트학회논문집
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• 제22권3호
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• pp.345-356
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• 2010

직접전단과 불균형모멘트를 재하받는 슬래브-기둥 내부 접합부에 대한 대체설계방법이 개발되었다. 슬래브-기둥 접합부는 뚫림전단파괴에 앞서서 휨균열에 의해서 손상을 받으므로, 이 연구에서는 위험단면의 압축대에서 대부분의 전단저항이 발휘된다고 가정하였다. 뚫림전단강도의 산정을 위하여, 슬래브 휨모멘트와 불균형모멘트에 의해서 유발되는 압축수직응력의 영향을 고려하였다. 압축수직응력과 전단응력 사이의 상관관계를 고려하기 위하여, Rankine의 콘크리트 재료파괴기준을 사용하였다. 제안된 강도모델은 실험 결과와의 비교를 통하여 검증하였다. 검증 결과, 제안된 설계방법은 ACI 318과 Eurocode 2 보다 우수한 강도추정능력을 가지고 있으며 직접전단 또는 직접전단-불균형모멘트 복합하중을 재하받는 슬래브-기둥 접합부의 설계에 사용될 수 있다는 점이 밝혀졌다.

• 콘크리트학회논문집
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• 제14권5호
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• pp.653-659
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• 2002

최근들어, 국내에서 공용중인 교량바닥판의 파손사례가 증가되고 있으며, 파손된 바닥판의 주요 파괴모드는 반복되는 중트럭 하중에 의한 국부적인 펀칭전단이 주원인이 되고 있다. 본 연구에서는 교축방향으로 프리스트레스가 도입된 프리캐스트 콘크리트 교량바닥판에 대해서 펀칭전단 파괴실험을 수행하여 펀칭전단 실험중에 얻어진 균열양상, 파괴모드, 처짐 및 응력 특성, 펀칭전단강도 등을 검토하였다. 정적 펀칭전단 실험결과 교량바닥판의 펀칭전단 파괴는 현행 시방서의 예측식에값 보다 더 큰 하중 수줄에서 발생되어 현행 시방서에서 규정하는 펀칭전단 강도는 안전측의 결과를 보이는 것으로 판단된다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1997년도 추계학술대회 논문집
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• pp.1084-1087
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• 1997

In this paper, we developed the micro NCT system for punching the thin plates, which is driven is driven by the standalone type microprocessor. In order to adjust the alignment between the punch and die in-situ punching procedures, the non-contact type laser sensor for measuring the burr and micro-driving system for punching die with using the differential screw are developed. The height of burr in four directions in the punched hole of test specimen are measured, and the measured data are transferred to the personal computer by RS232C serial communication technology. In the personal computer, by using the graphic user interface type monitoring program and data handling procedures which includes the filtering algorithms, the direction and length of movement of the die position is decided and these data are transferred back to the microprocessor. The microprocessor drives the micro positioning stage based on these data. Even if this method is not a perfect solution for the in-situ alignment in micro punching, but this alignment methodology is accomplished in the same stage just after the punching that we hope to solve the alignment problem in the punching system based on this technology.

• KIEAE Journal
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• 제14권6호
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• pp.5-13
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• 2014

Various studies on lighting energy savings are conducted, given that lighting energy consumption accounts 23.5% of building energy consumption. Especially, external type light shelf's efficiency is acknowledged; however, its application is limited in Korea, where high rise building ratio is high, due to high wind pressure. This study delves into natural lighting system to cope with wind pressure, and proposes the punching plate-installed light shelf. This study actually draws lighting energy output, according to whether the punching plate is applied through the test-bed, and verifies the effectiveness of the punching plate-installed light shelf. The conclusion is presented below: First) The result of performance evaluation of light shelf with the punching plate in winter solstice showed that the awning area decreased as the opening ratio increased so that the indoor distributed illumination tended to increase, and $-40^{\circ}$ which was advantageous for awning was determined as the proper angle. Second) The light shelf with the punching plate in spring/autumn equinox shows improved lighting according to the angle, and the appropriate angle of light shelf with the punching plate has increased to $15^{\circ}$ and $20^{\circ}$ according to the opening ratio in comparison to $5^{\circ}C$ which is the appropriate angle of light shelf with no punching plate due to the reflection area reduced by the reflecting plate with holes. Third) The result of performance evaluation of light shelf with the punching plate in summer solstice showed that the lighting performance tended to decrease as the opening ratio increased. 4) The light shelf with the punching plate incurs a 50% energy loss in comparison to the light shelf with no punching plate. However, its effectiveness has been proven in the aspects that it can bring a 50% energy saving in comparison to the case with no installation of light shelf and that it can be designed in response to wind pressure on the high floors.

• Structural Engineering and Mechanics
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• 제47권5호
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• pp.679-700
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• 2013

Two new predictive design methods are presented in this study. The first is a hybrid method, called neuro-fuzzy, based on neural networks with fuzzy learning. A total of 280 experimental datasets obtained from the literature concerning concentric punching shear tests of reinforced concrete slab-column connections without shear reinforcement were used to test the model (194 for experimentation and 86 for validation) and were endorsed by statistical validation criteria. The punching shear strength predicted by the neuro-fuzzy model was compared with those predicted by current models of punching shear, widely used in the design practice, such as ACI 318-08, SIA262 and CBA93. The neuro-fuzzy model showed high predictive accuracy of resistance to punching according to all of the relevant codes. A second, more user-friendly design method is presented based on a predictive linear regression model that supports all the geometric and material parameters involved in predicting punching shear. Despite its simplicity, this formulation showed accuracy equivalent to that of the neuro-fuzzy model.

• 한국해안해양공학회지
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• 제14권4호
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• pp.265-273
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• 2002

본 논문에서는 수면 밑에 잠긴 수평형 타공판의 소파특성을 이론계산과 모형실험을 통하여 살펴보았다. 타공판은 일정한 크기의 구멍이 균일하게 배열된 형태로, 파가 타공판 위를 통과하면서 타공판의 구멍을 통하여 강한 제트 흐름이 형성되면서 파 에너지가 소멸되는 특징을 가지고 있다. 이론해석 방법으로 선형파 이론에 근거한 고유함수전개법을 사용하였다. 타공판을 통과하는 유체의 법선방향속도는 타공판 전후의 압력차에 선형적으로 비례한다는 Darcy의 법칙을 가정하였다. 이때 공극율 계수라 불리는 비례상수는 타공판의 공극율과 밀접한 관계가 있다. 공극율 계수와 공극율사이의 함수 관계식을 얻기 위하여 수직벽 앞에 놓여진 6개의 서로 다른 공극율을 가진 타공판에 대하여 규칙파중에서 반사율을계측하였다. 해석결과와 모형실험결과를 비교하여 공극율 계수와 타공판의 공극율사이에는선형관계(b=57.63P-0.9717)가 있음을 밝혔다. 또한 최대 소파성능을 발휘하는 타공판의 공극율은 0.1근방이며, 잠긴깊이의 범위는 $d/h\\leq0.2$임을 확인하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.48-51
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• 2004

This paper is to study the response of flat plate slab-column connections consisting of various types of shear reinforcement and steel plate subjected to gravity loadings, mainly punching shear forces using the non-destructive testing, spectral analysis of surface waves and structural experiments. The base specimen failed due to punching shear generated from the gravity. The three other types of slab shear reinforcement and steel plate showed effective in resisting punching shear for these types of connections under gravity loading. This study has focused in evaluating the velocity response of a Surface wave during the early age as the poured concrete specimens have been hardened, the possibility of damage detection in the slab-column connection and the relationship between the punching shear forces and the surface wave velocities under the condition that the punching shear forces had gradually increased until the flat plate slab in slab-column connection had been failed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.151-152
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• 2010

The objective of this study is to propose the new punching shear model for two-way concrete slabs of building structures and bridge decks structures reinforced with FRP or steel rebars. To do this, two evaluating methods are applied here. One is the ratio of test to model and the other is probability analysis with probabilistic uncertainties. In conclusion, it shows that the proposed punching shear model evaluates the tested punching shear strength as conservative with stability and it exhibits better probabilistic characteristics than existing punching shear models.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2005년도 추계학술대회 논문집
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• pp.362-365
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• 2005

The hub hole is usually formed with a flanging process followed by a blanking process of a ]tole. Since the hole is made by blanking, the blanked surface is so rough that the formability in the region is rather poor. The emerging task is to identify the formability of the blanked region in the forming simulation and to relate the criterion to the real forming process by experiments. In this paper, hole expansion tests are carried out with respect to various hole conditions to verify the hole condition effect on the hole expansion ratio. The hole of specimens is made by machining or punching. In the case of punching, two different punching clearances are used for making the hole. From the results of test, fracture mechanism of the hole expansion is explained.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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• pp.390-393
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• 2006

LB-DECK is used for both of permanent formwork and structural component with cast-in place concrete of concrete bridge decks. Current Korean design code recommends that concrete bridge deck with precast concrete panels have to be designed only using conventional flexural design method and does not allow the empirical design method which is based on punching shear strength of bridge deck. This paper present experimental test results of punching shear strength of concrete bridge decks with LB-DECKs. Six full-scaled concrete bridge decks, which are designed with the empirical design method, are fabricated with variation of girder spacings. Test results are presented in the paper and compared with the code predictions of ACI 318, CEB-FIP MC90. Based on the test results, it is proposed that LB-DECK is suitable to apply the empirical design method for concrete bridge decks.