• Journal of the KSME
• /
• v.34 no.10
• /
• pp.770-779
• /
• 1994

생산공정에서 사용되는 거의 모든 제어대상 플랜트나 시스템들은 비선형적이고 불확실한 특성을 내포하고 있다. 종래의 제어기법들은 이러한 시스템들을 수학적으로 단순화시켜, 그 단순화된 모델을 바탕으로 제어하는 것을 기본으로 하고 잇는데, 이러한 방법은 시스템의 여러 가지 정 보의 손실을 초래하여 제어기 전체의 성능을 저하시키는 원인이 된다. 이러한 문제를 해결하기 위하여, 지능 제어 기법을 생산현장 플랜트에 적용함으로써, 종래의 제어기법들에 비해 향상된 제어 성능을 기대할 수 있다. 이 글에서는 이러한 기법들에 대한 이론의 소개 및 용접, 조립, 레이저 경화 등과 같은 생산공정과 로봇 제어분야 등에 적용한 사례연구를 살펴보고, 이를 통 하여 지능 제어 기법의 유용성을 살펴보기로 한다.

• Proceedings of the Korean Society of Machine Tool Engineers Conference
• /
• 1998.03a
• /
• pp.71-75
• /
• 1998

This study deals with the friction weldability of A7075-T6 having high specific strength. The friction welding conditions used are rotation speed 2000rpm, friction pressure 40MPa, friction time 1.5sec, upset pressure 40~100MPa, upset time 5sec. First, upset length was measured by displacement transducer. The plastic flow in 7075-T6 weld generates convex lens shaped resion by friction and concave lens shaped resion by axial force. Under the condition of upset pressure 85MPa, the friction welds have tensile strength of 552MPa and shear strength of 262MPa.

• Proceedings of the Korean Institute of Industrial Safety Conference
• /
• 2002.05a
• /
• pp.403-406
• /
• 2002

가정용 및 산업용으로 사용되고 있는 천연가스는 70kg/cm1의 압력으로 지하에 매설되어 있는 API 5L X65재질의 배관을 통하여 공급되고 있다 생산기지에서 공급되는 압력이 70kg1cmr이지만 가스소비량에 따라 계절별 및 월별 가스 내압이 변화되고 있다. 하루에도 최대 2회정도 주기적으로 변화를 보이고 있다. 본 연구에서는 API 5L X65등급의 가스배관 모재 및 용접부에 일정한 형태의 가우지 결함을 가공하여 현재 사용중인 내압 조건과 유사한 내압변화를 재현하여 피로수명을 평가하였다.(중략)

• Bulletin of the Society of Naval Architects of Korea
• /
• v.30 no.1
• /
• pp.49-55
• /
• 1993

구조물의 피로파괴 현상과 이에 대한 제어기술의 현황을 선형파괴역학적 접근방법을 중심으로 간략히 정리하였다. 현재까지의 연구결과들이 결집되므로써 피로파괴 제어기술 분야의 기초기술은 거의 정립된 단계에 이른 것으로 보여진다. 그러나 구조물의 사용환경은 고응력, 고온 또는 초저온 등으로 더욱 가혹해지는 경향이 있고 고장력강과 복합재료 등 신소재의 사용범위 확대에 의한 경량화 구조설계의 실현, 그리고 생산성 향상을 위한 용접구조물의 보편화 등에 따라 파괴역학의 적용분야는 점차 확대되고 있으며 이를 뒷받침하기 위한 기초 및 응용연구의 필요성도 더 커지고 있다.

• Journal of Korean Society of Steel Construction
• /
• v.16 no.5 s.72
• /
• pp.575-586
• /
• 2004

This paper presents an experimental study on the flexural capacity of an encased(slim-floor) composite beam, which is a wider plate under bottom flange of H-beam with web openings. Five simple full-scale bending tests were conducted on the encased(slim-floor) composite beams at varying steel beam heights (250mm and 300mm), positions of web openings, and loading conditions. The test results revealed that the web-open encased composite beam had sufficient composite action, without any additional shear connection devices, because of the inherent shear-bond effects between the steel beam and the concrete, and a stable structural performance without web-opening reinforcements.

• Journal of Korean Society of Steel Construction
• /
• v.26 no.5
• /
• pp.441-452
• /
• 2014

In this paper, steel reinforced concrete(SRC) column and composite beam connections were statically tested under gravity loading. The composite beam consists of H-section and U-section members. Five full-scaled specimens were designed to investigate the effect of a number of parameters on behavior of connections such as H-section size, the presence of stud connector, the presence of stiffeners and top bars. In addition, structural performance of welded joint between the H-section and the U-section members is mainly discussed, with an emphasis on initial stiffness, strength, deformation capacity.

• Journal of Korean Society of Steel Construction
• /
• v.29 no.2
• /
• pp.135-145
• /
• 2017

This study is a secondary study that is a cyclic seismic test of High depth hybrid composite beam and column connection after the primary bending strength test of a high depth Hybrid composite beam. Total of 3 seismic test specimens were prepared to cyclic test. The bracket and beam web spliced by high strength bolt and the bracket and beam upper flange was spliced by welding. Test results showed that the seismic strength was higher than the plastic moment($M_p$) in the positive negative moment section, the requirement of composite intermediate moment frame wes satisfied. Therefore, the requirement of intermediate moment frame can be secured by applying the details of connection of this study results.

• The Journal of the Convergence on Culture Technology
• /
• v.6 no.4
• /
• pp.753-760
• /
• 2020

In this study, the structural safety of the bearing support was analysed by applying the vertical load (bearing design load) and horizontal load (horizontal force generated during an earthquake) using a precise three-dimensional numerical model. The results of stress and displacement of newly-poured concrete and welded rebars were confirmed numerically. Numerical results show that the increase in the horizontal force and the height of the beam causes the concrete cracking and the stress increase of the rebar connections due to the increase of the stress at the new concrete interface. Therefore, it was analyzed that the increase in the height of bearing support is directly related to the horizontal force and it is necessary to apply the bearing support height appropriate for the bearing support capacity. It was proposed that a method of setting the height of the bearing support suitable for the bearing capacity and determining the reinforcement by presenting the guideline with the correlation between the horizontal force acting on the bearing support and its height.

• Journal of Korean Society of Steel Construction
• /
• v.20 no.1
• /
• pp.67-79
• /
• 2008

In this study, a bending test with three encased composite beams were carried out and analyzed using FEM in order to find how chemical adhesion, interface interlock, friction and composite action by shear studs contribute to stiffness, strength and composite action in the interface of encased compo site beams. The test and results of the FEM analysis showed that the difference in the ultimate moment capacity of the composite beams with and without studs is under 10%. The reason is that the effect of chemical adhesion, interface interlock, and friction in the interface on the composite action is so high that the encased beams have a moment capacity above some defined magnitude. Also, the increment of moment capacity up to plastic moment is not large and the increase of linearly proportioned.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.19 no.7
• /
• pp.481-492
• /
• 2018

The steel-plate concrete composite beam is composed of a steel plate, concrete and shear connector to combine two inhomogeneous materials. In general, the steel plate is assembled by welding an existing composite beam. In this study, the SPC beam was composed of folding steel plates and concrete, without a headed stud. The folding steel plate was assembled by a high strength bolt instead of welding. To improve the workability in a field construction, a hat-shaped cap was attached to the junction with a slab. Monotonic load testing under two points was conducted under displacement control mode to analyze the flexural strength of the SPC beam using a cap as the shear connector. Five specimens with shear connector types, protrusion length, and different thickness of steel plates were constructed and tested. The experimental results were analyzed through the relationship between the shear strength ratio and flexural strength in KBC 2009. The test results showed a shear strength ratio of more than 40 %. In the case of using a cap-like specimen as the shear connector, the flexural strength was 70% of the value calculated as a fully composite beam. In addition, the cap showed a smaller shear strength than the stud, but the cap served as a shear connection. When the thickness of the steel plate was taken as a variable, the steel plate exhibited a bending strength of approximately 70% compared to a fully formed steel plate, and exhibited similar deformation performance. Local buckling occurred due to incomplete composite behavior, but local buckling occurred at a 5% higher strength for a relatively thick steel plate. The buckling width also decreased by 15%.