• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.451-454
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• 2005

The ㄱ type perfobond rib shear connector is a ㄱ type flat steel plate with a number of holes punched through. This connector can be effectively used in girder with high shear. The ㄱ type perfobond rib shear connector exhibit very stiff behaviour under service load conditions and also had the characteristic of retaining a significant amount of load after the attainment of ultimate capacity. A regression analysis, which is based on a model that takes into account the contributions of concrete dowels formed by the rib holes, the transverse reinforcement, the strength of concrete in front of the rib, and the ㄱ type plate as well as a nonlinear finite element analysis, is used in the derivation. An empirical equation for the design of ㄱ type perfobond rib shear connector is proposed.

• Steel and Composite Structures
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• 제2권1호
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• pp.51-66
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• 2002

Perforated shear connectors currently used in composite steel and concrete structures are described and evaluated. Modifications of the perforated connector suitable for common use injavascript:confirm_mark('abe', '1'); civil and bridge engineering are proposed. The connectors were tested in laboratories of CTU Prague for shear load capacity. Push tests of connectors with 32 mm openings and with 60 mm openings, both in normal and lightweight concrete of different strength characteristics and with different transverse reinforcement, were carried out. The experimental study also dealt with the connector height and parallel arrangement of two connectors and their influence on shear resistance. While extensive tests with static loading were carried out, fatigue tests under repeated loading are still in progress. After statistical evaluation of the experimental results and comparisons with other available data the authors developed reasonable shear resistance formulas for all proposed arrangements.

• Steel and Composite Structures
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• 제43권3호
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• pp.311-325
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• 2022

For multi-story structural systems, Korean steel industry has fostered development of a steel-concrete composite beam. Configuration of the composite beam is characterized by steel angle shear connectors welded to a U-shaped cold formed-steel beam. Effects of shear connector orientation and spacing were studied to evaluate current application of the angle shear connector design equation in AC495. For the study, interfacial shear resistance behavior was investigated by conducting 24 push-out tests and attuned using unreinforced push-out specimens. Interfacial shear to horizontal slip response was reported along with corresponding failure patterns. Pure shear connector strength was also evaluated by excluding concrete shear contribution, which was estimated in relation to steel beam-slab interface separation or interfacial crack width.

• 한국강구조학회 논문집
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• 제21권2호
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• pp.127-134
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• 2009

본 연구의 목적은 경량콘크리트에 매립된 쉬어 커넥터의 전단거동 특성을 파악하는데 있다. 본 연구는 기존 실험결과와 유한요소해석에 의한 해석결과를 비교분석하여 유한요소 해석의 타당성을 확인하고 경량콘크리트의 압축강도($f_{ck}$) 변화에 따른 쉬어 커넥터의 전단강도를 기존 설계식(AISC-LRFD 및 Eurocode 4)과 비교분석하였다. 유한요소해석 결과 경량콘크리트에 매립된 쉬어 커넥터의 전단강도는 Eurocode 4의 쉬어 커넥터의 전단강도와 거의 일치하는 것으로 나타났다.

• 한국강구조학회 논문집
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• 제14권1호
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• pp.113-120
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• 2002

프리캐스트 바닥판 합성형 교량의 전단연결부는 전단포켓과 베딩층이 존재하여 현장타설 강합성 교량과는 다른 구조적 특징을 갖고 있다. 따라서 프리캐스트 바닥판의 전단연결재 설계의 기초를 수립하기 위해서는 실험을 통한 연구가 수행되어야 한다. 프리캐스트 바닥판 합성형 교량의 전단연결재의 피로수명을 평가하기 위하여 베딩층의 두께를 변수로 한 전단연결재의 push-out 피로 시험을 수행하였다. push-out 피로 시험의 수행 결과, 전단연결재의 파괴모드를 확인하였고, 이를 통해 프리캐스트 바닥판 합성형 교량의 전단연결재의 피로수명 곡선식을 유도하였다.

• Steel and Composite Structures
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• 제21권5호
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• pp.1157-1182
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• 2016

A newly puzzle shape of crestbond rib shear connector is a type of ductile perfobond rib shear connector. This shear connector has some advantages, including relatively easy rebar installation and cutting, as well as the higher shear resistance strength. Thus, this study proposed a newly puzzle shape of crestbond rib with a "${\mho}$" shape, and its shear resistance behaviors and shear strengths were examined using push-out tests. Five main parameters were considered in the push-out specimens to evaluate the effects of shear resistance parameters such as the dimensions of the crestbond rib, transverse rebars in the crestbond dowel, concrete strength, rebar strength, and dowel action on the shear strength. The shear loading test results were used to compare the changes in the shear behaviors, failure modes, and shear strengths. It was found that the concrete strength and number of transverse rebars in the crestbond rib were significantly related to its shear resistance. After the initial bearing resistance behavior of the concrete dowel, a relative slip occurred in all the specimens. However, its rigid behavior to shear loading decreased the ductility of the shear connection. The cross-sectional area of the crestbond rib was also shown to have a minor effect on the shear resistance of the crestbond rib shear connector. The failure mechanism of the crestbond rib shear connector was complex, and included compression, shear, and tension. As a failure mode, a crack was initiated in the middle of the concrete slab in a vertical direction, and propagated with increasing shear load. Then, horizontal cracks occurred and propagated to the front and rear faces of the specimens. Based on the results of this study, a design shear strength equation was proposed and compared with previously suggested equations.

• 정보처리학회논문지D
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• 제13D권2호
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• pp.251-258
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• 2006

영역지향 소프트웨어 개발 방법론(Aspect-Oriented Software Development)은 소프트웨어의 성능을 향상시키고 유지보수에 많은 이점을 가지는 새로운 소프트웨어 개발 방법론이다. 또한 기존의 프로그래밍 언어가 제공하지 못하는 보안이나 결함 내성과 같은 부가기능에 대해 모듈화하는 방법을 제공하고 있다. 하지만 AOSD기반으로 소프트웨어를 개발하기 위해서는 Aspect를 지원하는 새로운 영역지향 프로그래밍 언어를 사용하거나 레거시 시스템에 Aspect를 적용할 경우에 소스코드의 재 컴파일등과 같은 문제점을 가지고 있다. 이에 본 논문에서는 레거시 시스템에 Aspect를 동적으로 결합할 수 있는 Connector를 제안하고 설계한다. 이를 위하여 Core와 Aspect가 가지는 오퍼레이션에 대한 정보와 XML로 기술된 pointcut정보를 이용한다. 또한 사례연구를 통하여 제안된 Connector를 사용하기 위해 새로운 영역지향 컴파일러가 필요 없고, 레거시 시스템의 수정도 발생하지 않음을 보여 그 유효성을 검증한다.

• Steel and Composite Structures
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• 제46권2호
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• pp.175-193
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• 2023

Stainless steel-concrete composite beam has become an attractive structural form for offshore bridges and iconic high-rise buildings, owing to the superior corrosion resistance and excellent ductility of stainless steel material. In a composite beam, stainless steel shear connectors play an important role by establishing the interconnection between stainless steel beam and concrete slab. To enable the best use of high strength stainless steel shear connectors in composite beams, high strength concrete is recommended. To date, the application of stainless steel shear connectors in composite beams is still very limited due to the lack of research and proper design recommendations. In this paper, a total of seven pushout specimens were tested to investigate the load-slip behaviour of stainless steel shear connectors. A thorough discussion has been made on the differences between stainless steel bolted connectors and welded studs, in terms of the failure modes, load-slip behaviour and ultimate shear resistance. In parallel with the experimental programme, a finite element model was developed in ABAQUS to simulate the behaviour of stainless steel shear connectors, with which the effects of shear connector strength, concrete strength and embedded connector height to diameter ratio (h/d) were evaluated. The obtained experimental and numerical results were analysed and compared with existing codes of practice, including AS/NZS 2327, EN 1994-1-1 and ANSI/AISC 360-16. The comparison results indicated that the current codes need to be improved for the design of high strength stainless steel shear connectors. On this basis, modified design approaches were proposed to predict the shear capacity of stainless steel bolted connectors and welded studs in the composite beams.

• 한국기계가공학회지
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• 제19권9호
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• pp.1-8
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• 2020

In this study, the optimal design of the multi-cavity mold layout and packing pressure for the automobile TCU connector cover is determined based on the injection molding analysis and the desirability function method for multi-characteristic optimization. The design characteristics to be optimized are the warpage and sink marks of the product, the scrap of the feed system, and the clamping force. The optimal design is determined by performing injection molding analysis and desirability analysis for design alternatives defined by a complete combination of five mold layouts and six-level packing pressure. The optimal design shows that the desirability values for individual characteristics are quite high and balanced, and the resulting values of individual characteristics are satisfactorily low.

• 한국정보과학회논문지:소프트웨어및응용
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• 제34권4호
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• pp.317-327
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• 2007

본 논문에서는 컴포넌트와 커넥터 아키텍처로부터 세부적인 객체지향 설계를 개발하는 체계적 인 방법을 제안한다. 제안된 방법은 아키텍처 모델에서 세부설계모델을 도출하는 과정에 중간모델을 도입하여，두 모델간에 놓여 있는 추상화 수준의 격차를 줄임으로써 세부 설계도출을 용이하게 한다. 본 논문에서는 제안된 방법의 효과를 검증하기 위하여 제안방법을 산업계의 소프트웨어개발과제에 적용하고 컴포넌트와 커넥터 아키텍처가 지원하는 품질속성들이 궁극적으로 세부 설계에서도 보전되고 있음을 확인한다.