• Advances in concrete construction
• /
• 제6권5호
• /
• pp.527-543
• /
• 2018

Crack control of precast members is crucial for durability. However, there is no clear provision to check the crack width of precast joints. This study presents an experimental investigation of loop joint details for use in a precast bridge deck system. High strength concrete of 130 MPa was chosen for durability and closer joint spacing. Static tests were conducted to investigate the cracking and ultimate behavior of test specimens. The experimental results indicate that current design codes provide reasonable estimation of the flexural strength and cracking load of precast elements with loop joint of high strength concrete. However, the crack width control of the loop joints with high strength concrete by the current design practices was not appropriate. Some recommendations to improve crack control of the loop joint were derived.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
• /
• pp.447-450
• /
• 2005

A prefabricated composite hollow slab with perforated I-beams was suggested for the replacement of deteriorated concrete decks or the construction of new composite bridges with long-span slabs. Composite slabs with embedded I-beams have considerably higher stiffness and strength. For the application of prefabricated composite slabs to bridges, joints between slabs should satisfy the requirements of the ultimate limit state and the serviceability limit state. In this paper, three types of the detail for loop joints were selected and their structural performance in terms of strength and crack control was investigated through static tests on continuous composite slabs. A main parameter was the detail of the joint, such as an ordinary loop joint and loop joint with additional reinforcements. Even though there was no connection of the steel beams at the joints, the loop joints showed good performance in terms of strength. In terms of crack control, the loop joint with additional reinforcements showed better performance. In ultimate limit state, the continuous composite slabs showed good moment redistribution and ductility.

• Advances in concrete construction
• /
• 제10권1호
• /
• pp.21-34
• /
• 2020

Precast deck joints have larger crack width than cast-in-place concrete decks. The initial crack typically occurs at the maximum moment but cracks on precast joints are significant and lead to failure of the deck. The present crack equation is applied to cast-in-place decks, and requires correction to calculate the crack width of precast deck joints. This research aims to study the crack width correction equation of precast decks by performing static tests using high strength and normal strength concrete. Based on experimental results, the bending strength of the structural connections of the current precast deck is satisfied. However it is not suitable to calculate and control the crack width of precast loop connections using the current design equation. A crack width calculation equation is proposed for crack control of precast deck loop joints. Also included in this paper are recommendations to improve the crack control of loop connections.

• 대한전자공학회:학술대회논문집
• /
• 대한전자공학회 2004년도 ICEIC The International Conference on Electronics Informations and Communications
• /
• pp.334-338
• /
• 2004

In this paper, we suggest a new antenna structure for RFID(Radio Frequency IDentification) reader. Conventional RFID reader uses a loop antenna. The central area of a loop antenna shows a low magnetic field strength especially for the case of a large loop antenna diameter. We propose a parallel-fed multiple loop antenna. Simulation results and measured results show that we can adjust field distribution with the number of turns and diameter of an inner loop antenna to obtain a longer reading distance. Simulation results for the specific case of a proposed antenna structure show that at the center point of a proposed parallel-fed multiple loop antenna, the typical card area averaged magnetic field strength is 2.53A/m, which is higher than the case of a conventional type single loop antenna of 0.44A/m and the case of a series-fed multiple loop antenna of 0.96A/m when we drive with same source signal. We realized the antenna for the case of 13.56MHz RFID reader and the performance of reading distance was much more improved than the case of a conventional antenna.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
• /
• pp.14-17
• /
• 2004

A prefabricated composite hollow slab with perforated I-beams was suggested for the replacement of deteriorated concrete decks or the construction of new composite bridges with long-span slabs. Composite slabs with embedded I-beams have considerably higher stiffness and strength. For the application of prefabricated composite slabs to bridges, joints between slabs should satisfy the requirements of the ultimate limit state and the serviceability limit state. In this paper, three types of the detail for loop joints were selected and their structural performance in terms of strength and crack control was investigated through static tests on continuous composite slabs. A main parameter was the detail of the joint, such as an ordinary loop joint and loop joint with additional reinforcements. Even though there was no connection of the steel beams at the joints, the loop joints showed good performance in ultimate strength. In terms of crack control, the loop joint with additional reinforcements showed better performance. In ultimate limit state, the continuous composite slabs showed good moment redistribution and ductility.

• 대한건축학회논문집:구조계
• /
• 제35권9호
• /
• pp.151-158
• /
• 2019

A concrete core is used widely as lateral stability systems in high-rise modular buildings. As an alternative to traditional cast in-situ core, the precast concrete(PC) method can accelerate the construction of reinforced concrete cores. A core composed of precast elements differs from a in-situ core in having connections between the precast elements. The typical vertical connection between PC panels is consisted of shear keys, loop bars, lacer bars and grout. In this study, the effect of vertical connection components on shear strength is investigated experimentally. The test results show that the contribution to the shear strength is greater in order of grout strength, shear keys, lacer bars and loop bars. In addition, the numerical models to estimate the shear strength according to two crack patterns in the vertical joint of the PC panels are derived. The feasibility of the numerical models is evaluated by comparing the estimated shear strength and the test results.

• 한국전자파학회논문지
• /
• 제14권3호
• /
• pp.217-225
• /
• 2003

본 논문에서는 전파암실(8.5 m x 7 m x 7 m)에서 광전계센서를 이용한 Loop Antenna의 근접전계 분포특성을 파악하기 위해 시간 및 주파수 영역에 대하여 측정한 후 시뮬레이션 결과와 비교 분석하였다. 시뮬레이션은 MoM와 FDTD을 이용하여 각각 주파수 및 시간영역에 대하여 시뮬레이션 하였다. 그 결과 측정 과 시뮬레이션이 상당히 일치하였으며, 측정에 이용한 광전계 센서의 유효성을 확인하였다. 또한, 주파수 영역에 있어서 Loop Antenna의 수직 엘리멘트 근접에 광전계 센서를 각각 수직 과 수평편파로 한 경우 약 15 ㏈ 정도의 차이를 보였고 Loop Antenna의 수평 엘리멘트 보다 높은 곳에서는 신호레 벨의 별다른 차이가 없었다. 그리고, 시간영역에 있어서는 Loop Antenna의 수평 엘리멘트 보다 높은 곳에서 광전계센서를 수직편파로 한 경우의 수신펄스 모양은 부(-)의 방향으로 됨을 알 수 있었다.

• 한국자기학회지
• /
• 제24권3호
• /
• pp.76-80
• /
• 2014

토로이드 형태의 자성분말합금 코어의 경우 major B-H loop을 측정하기 위해서는 수십 kA/m 이상의 높은 자화력을 인가하여야 한다. 이 경우 측정과정에서 일차코일에 권선된 에나멜 동선에서 발생하는 열 때문에 측정이 매우 어렵다. 본 연구에서는 토로이드 형태의 자성분말합금 코어 major B-H loop을 직접 측정할 수 있는 장치를 설계 제작하고, 그 성능을 측정하였다. 수십 kA/m 이상의 자화력을 인가하기 위하여 최대 전류가 $100A_P$인 전력 증폭기와 측정 시간 중에 높은 전류에 의하여 코일 권선에서 발생하는 열 문제를 해결하기 위하여 실시간으로 자기 이력 곡선을 측정 할 수 있게 실시간으로 B-H 신호를 디지털신호로 변환하여 컴퓨터 소프트웨어에서 자속밀도 B 와 자화력 H 값을 계산하고, 이 값들로 부터 주요 자기 특성인 최대자속밀도 $B_{max}$, 최대 자화력 $H_{max}$, 보자력 $H_c$, 잔류자속밀도 $B_r$ 및 형상인자(FF)를 계산하여 가상계측기(VI)창으로 표시 할 수 있게 하였다. 제작된 장치를 이용하여 외경이 134 mm, 내경이 77 mm, 높이가 42 mm인 자성분말코어에 일차 코일을 직경이 1 mm인 에나멜 동선을 401회 권선하고 이차 코일을 직경이 0.2 mm인 에나멜 동선 5회 권선하여 측정을 하여 본 결과 최대 인가 자기장을 50 kA/m까지 인가하면서 자기이력곡선을 측정 할 수 있었다.

• Journal of Magnetics
• /
• 제16권4호
• /
• pp.427-430
• /
• 2011

The rolled steels for welded structure applied tensile stress have been examined by means of magnetic Barkhausen noise (MBN) method and of a physical parameter obtained from a hysteresis loop. The behaviors of MBN parameters and coercive force with tensile stress were discussed in relation to microstructure changes. There is no change in MBN parameters and coercive force below yield strength. The coercive force rises rapidly with tensile stress above yield strength. On the other hand, the rms voltage and the peak in averaged rms voltage take a maximum around yield strength and then decreases. The magnetomotive force at peak in the averaged rms voltage shows a minimum around yield strength. These phenomena are attributed to the combined effects of cell texture and dislocation density. In addition, the behaviors of MBN parameters around yield strength may be reflected by the localized changes in strain field due to the formation of dislocation tangles.

• 대한토목학회논문집
• /
• 제35권1호
• /
• pp.19-29
• /
• 2015

반두께 프리캐스트 콘크리트 바닥판의 적용이 증가함에 따라, 프리캐스트 구조물 간의 연결에 대한 연구가 증가하고 있다. 또한, 프리캐스트 패널을 갖는 합성바닥판에서 패널간에는 횡방향 이음부의 연속적인 거동이 요구된다. 이 논문에서는 루프이음 방식을 적용하여 교축방향 패널과 패널사이의 이음부에 구조적 연속성과 성능을 평가하였다. 실험결과로부터 바닥판의 연속성 확보를 위한 루프철근 이음부의 휨강도 및 균열제어의 연속성을 확인하였다. 실험결과 루프이음 철근 간격을 좁게 한 경우의 휨강도가 1.52배 증진되는 효과를 보였다. 또한, 루프이음부에 횡방향 철근은 균열제어에 매우 효율적임을 확인하였다.