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

• Computers and Concrete
• /
• 제12권3호
• /
• pp.351-375
• /
• 2013

Post-punching resistance of a flat slab can help redistribute the gravity loads and resist progressive collapse of a structure following initial damage. One important difficulty with accounting for the post-punching strength of a slab is the discontinuity that develops following punching shear. A numerical simulation technique is proposed here to model and evaluate post-punching resistance of flat slabs. It is demonstrated that the simulation results of punching shear and post-punching response of the model of a slab on a single column are in good agreement with corresponding experimental data. It is also shown that progressive collapse due to a column removal (explosion) can lead to punching failure over an adjacent column. Such failure can propagate throughout the structure leading to the progressive collapse of the structure. Through post-punching modeling of the slab and accounting for the associated discontinuity, it is also demonstrated that the presence of an adequate amount of integrity reinforcement can provide an alternative load path and help resist progressive collapse.

• Structural Engineering and Mechanics
• /
• 제89권4호
• /
• pp.363-374
• /
• 2024

Significant changes have been made to estimate the punching shear capacity for edge column-slab joints in the latest editions of most current codes. The revised equations account for axial forces as well as moments conveyed to columns from slabs, which have a substantial impact on the punching resistance of such joints. Many key design parameters, such as reinforcement-ratio, concrete strength, size-effect, and critical-section perimeter, were treated differently or even ignored in various code provisions. Consequently, wide ranges of predicted punching shear strength were detected by applying different code formulas. Therefore, it is essential to assess the various current Codes' design-equations. Because of the similarity in estimated outcomes, only the ACI, EC, and SNiP are used in this study to cover a wide range of estimation ranges from highly conservative to unconservative. This paper is devoted to analyzing the techniques in these code provisions, comparing the estimated punching resistance with available experimental data, and finally developing efficient models predicting the punching capacity of edge column-slab connections. 63 samples from past investigations were chosen for validation. To appropriately predict the punching shear, newly updated equations for ACI and SNiP are provided based on nonlinear regression analysis. The proposed equations'results match the experimental data quite well.

• 한국식품조리과학회지
• /
• 제32권2호
• /
• pp.168-177
• /
• 2016

Purpose: The objective of this study was to investigate the quality characteristics of injulmi made with dry glutinous rice flour according to the punching time (1, 4, 7, 10 min) and the frozen storage period (0, 1, 7, 30 days) as compared with the control made by the traditional method. Methods: Moisture content, texture profile, and sensory evaluation were measured in triplicate and color was measured five times. Results: The moisture content was highest in the sample prepared with 7 min of punching time and the control. As the punching time for injulmi increased, moisture content tended to increase. The L-value increased with increased punching time and the L-value was highest in the samples with 5 min and 7 min of punching time whereas the L-value showed no constant trend with frozen storage. The texture profile analysis indicated that adhesiveness, and gumminess decreased significantly with increased punching time, and punching for 7 min resulted in the highest hardness. The results of an acceptance test, showed that the injulmi prepared with dry glutinous rice flour had higher scores for color, flavor, and taste, texture than the control made with the traditional method. The whiteness of injulmi prepared with dry glutinous rice flour increased with longer punching times and, the sample with 10 min punching time and 7 days of frozen storage had the highest score in the acceptance test. Conclusion: These results can be used as primary data for research on the texture of injulmi made with dry glutinous rice flour.

• 대한토목학회논문집
• /
• 제28권2A호
• /
• pp.187-196
• /
• 2008

이 연구에서는 단순 트러스 모델을 이용한 철근콘크리트 바닥판의 펀칭전단강도 평가방안을 제안하였다. 철근콘크리트 바닥판의 펀칭전단 해석의 본질적인 어려움을 극복하기 위해 집중하중이 작용하는 바닥판을 펀칭전단 파괴 형태에 기초하여 펀칭콘과 나머지 부분의 소구조체로 구분하였다. 펀칭콘의 강도는 이상화한 트러스의 경사압축부재의 강성도로써 유도되었다. 수평변위를 제어하고 있는 롤러지점의 수평방향 스프링 부재의 강성도는 펀칭콘 내에 포함된 철근에 의하여 결정되었다. 3차원 구조물의 2차원화에 따른 오차와 해석과정에 포함되지 않은 나머지 소구조체의 강성도 등에 기인하는 불확실성들을 포함하기 위하여 경사압축재의 초기각은 실험결과들에 대해 주인장 철근비를 변수로 수행된 회귀분석을 통하여 구하였다. 단순 트러스 모델로부터 구한 펀칭전단강도는 실험결과와의 비교에서 신뢰성이 높은 것으로 나타났다. 단순 트러스 모델의 스냅스로우(snap-through)좌굴해석으로부터 구한 펀칭전단강도는 철근콘크리트 바닥판의 펀칭전단강도의 검토에 유용하게 사용될 수 있을 것이다.

• 융복합기술연구소 논문집
• /
• 제3권2호
• /
• pp.45-49
• /
• 2013

Instant custom embroidered souvenir manufacturing system was studied. Recently customers want to get individually specialized souvenir. We present a modular manufacturing system and implementation of image processing, conversion of punching data. The manufacturing system consist of main module, photographing module and U/I module. We can change the system easily through modularization. Image Processing was necessary for making punching data. We developed sketch typed image processing and image processing which used brightness. Brightness type is suitable for instant embroidered souvenir. This study showed that fusion of embroidery technology and image processing technology can make a new business successfully.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
• /
• pp.373-376
• /
• 1999

The techniques of dimensional analysis and statistical regression analysis is applied to existing voluminous data available from tests covering a wide range of slab properties, which then leads to an equation to predict the punching shear strength of slabs.

• International Journal of Concrete Structures and Materials
• /
• 제5권1호
• /
• pp.35-42
• /
• 2011

In this paper, a design equation for the punching shear capacity of steel fiber reinforced concrete (SFRC) slabs is proposed based on the Japan Society of Civil Engineers (JSCE) standard specifications. Addition of steel fibers into concrete improves mechanical behavior, ductility, and fatigue strength of concrete. Previous studies have demonstrated the effectiveness of fiber reinforcement in improving the shear behavior of reinforced concrete slabs. In this study, twelve SFRC slabs using hooked-ends type steel fibers are tested with varying fiber dosage, slab thickness, steel reinforcement ratio, and compressive strength. Furthermore, test data conducted by earlier researchers are involved to verify the proposed design equation. The proposed design equation addresses the fiber pull-out strength and the critical shear perimeter changed by the fiber factor. Consequently, it is confirmed that the proposed design equation can predict the punching shear capacity of SFRC slabs with an applicable accuracy.

• 한국구조물진단유지관리공학회 논문집
• /
• 제26권2호
• /
• pp.51-58
• /
• 2022

플랫 플레이트는 매우 경제적인 구조시스템으로서 고층건물과 아파트, 지하 주차장등에 널리 쓰인다. 하지만 기둥-슬래브 접합부가 뚫림전단에 취약하기 때문에 건물의 연쇄붕괴로 이어질 수 있는 단점이 있다. 이에 본 연구에서는 뚫림전단강도 증가, 연성능력 향상, 시공성면에서 뛰어난 나선형 철근 전단 보강재가 제안되었으며, 실험을 통해 나선형 철근 전단보강재의 강도를 평가하였다. 현행 기준은 전단보강된 슬래브-기둥 접합부의 뚫림전단강도를 정확하게 예측하지 못하고 있다. 그 이유는 전단보강재가 설치되는 슬래브의 두께가 얇을경우 정착길이가 확보되지 못하여 전단보강재가 항복강도에 이르기 전에 파괴가 일어나기 때문이다. 이에 본 연구에서는 유한요소해석 프로그램 LUSAS ver14.3을 이용하여 나선형 전단보강재의 보강성능에 영향을 미치는 변수를 분석하여 강도보정계수를 도출하였다. 또한 CEB-FIP 데이터뱅크에 수록된 실험체의 회귀분석을 통해 전단보강된 슬래브-기둥 접합부의 뚫림전단강도 산정식을 제안하였다.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2006년도 학술발표회 논문집
• /
• pp.168-179
• /
• 2006

This paper summarizes full-scale test results on CFT column-to-flat plate connections subjected to gravity loading. CFT construction has gained wide acceptance in a relatively short time in domestic building construction practice due to its various structural and construction advantages. However, efficient details for CFT column to flat plate connections have not been proposed yet. Based on the strategies that maximize economical field construction, several connecting schemes were proposed and tested. Test results showed that the proposed connections can exhibit punching shear strength and connection stiffness exceeding those of R/C flat plate counterparts. A semi-analytical procedure is presented to model the behavior of CFT column-to-flat plate connections. The five parameters to model elastic to post-punching catenary action range are calibrated based on the limited test data of this study. The application of the proposed modeling procedure to progressive collapse prevention design is also illustrated.