• 한국지반공학회논문집
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• 제37권8호
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• pp.37-49
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• 2021

옹벽은 절, 성토부가 포함된 토지의 효율적 이용을 위하여 설치하는 대표적인 옹벽 구조물이다. 과거 국토개발 시기에는 시공성, 구조적 안정성 및 경제성에 치중하였다면, 최근에는 친환경적이고 내진 안정성을 갖춘 옹벽기술개발의 필요성이 증대되고 있는 실정이다. 본 연구에서는 자연석을 활용한 친환경적 옹벽 구조물(Eco-BELT)을 제시하고 지진 시 동적 거동특성을 2, 3차원 수치해석을 이용하여 분석하였다. 자연석과 배면 뒤채움 흙 사이에 형성되는 접촉면을 고려하여 수치해석에 적용하였으며 동적거동에 영향을 미치는 주요 변수로서 뒤채움재의 다짐도를 기준으로 다짐도 증가에 따른 동적거동을 분석하고 T형 후방지지물의 유무에 따른 내진성능 향상을 수치해석적으로 검토하였다. 그 결과 다짐도 증가 시 옹벽 수평변위가 최대 29.5% 감소하여 다짐도 증가에 따른 내진안정성 증대효과를 확인하고 T형 후방지지물 설치 시 최대 수평변위는 약 21.2~21.9%가 감소하는 것으로 산출되어 지진하중 재하 시 T형 후방지지물의 보강효과를 확인하였다.

• 대한토목학회논문집
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• 제30권3A호
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• pp.221-228
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• 2010

탄소섬유시트 보강공법은 열화 손상된 콘크리트 구조물의 보강에 가장 많이 사용되는 보강공법 중 하나이다. 탄소섬유시트 보강공법은 에폭시접착제를 사용하여 탄소섬유시트를 콘크리트의 외부에 부착하는 보강공법으로 탄소섬유시트에 의한 휨보강이 에폭시 접착 경계면을 통하여 콘크리트로 전달된다. 따라서 사용기간이 경과함에 따라 에폭시 접착 경계면에 발생하는 크리프 등의 시간의존적 거동은 보강효과를 감소시키는 요인이 된다. 본 연구에서는 경계면에서 발생하는 크리프 영향을 해석하기 위하여 콘크리트의 크리프 거동에 대한 기존의 연구들을 고찰하고, 이를 바탕으로 에폭시 접착 경계면의 크리프 영향을 예측할 수 있는 이론적인 연구를 수행하였다. 제안된 유한요소해석기법은 기존의 콘크리트 크리프 거동 분석을 위해 사용되던 유변모델을 에폭시 접착 경계면에 적용한 것으로 기존 실험결과와 비교를 통하여 타당성을 검증하였다. 또한, 제안된 유한요소해석을 통하여 탄소섬유시트로 보강된 콘크리트 구조물의 시간의존적 거동에 경계면 재료의 크리프 영향을 반드시 고려해야 한다는 것을 입증하였다.

• Structural Engineering and Mechanics
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• 제84권3호
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• pp.375-391
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• 2022

This paper discussed and analyzed the interfacial stress distribution characteristic of adjacent cracks in Carbon Fiber Reinforced Polymer (CFRP) plate strengthened concrete slabs. One un-strengthened concrete test beam and four CFRP plate-strengthened concrete test beams were designed to carry out four-point flexural tests. The test data shows that the interfacial shear stress between the interface of CFRP plate and concrete can effectively reduce the crack shrinkage of the tensile concrete and reduces the width of crack. The maximum main crack flexural height in pure bending section of the strengthened specimen is smaller than that of the un-strengthened specimen, the CFRP plate improves the rigidity of specimens without brittle failure. The average ultimate bearing capacity of the CFRP-strengthened specimens was increased by 64.3% compared to that without CFRP-strengthen. This indicites that CFRP enhancement measures can effectively improve the ultimate bearing capacity and delay the occurrence of debonding damage. Based on the derivation of mechanical analysis model, the calculation formula of interfacial shear stress between adjacent cracks is proposed. The distributions characteristics of interfacial shear stress between certain crack widths were given. In the intermediate cracking region of pure bending sections, the length of the interfacial softening near the mid-span cracking position gradually increases as the load increases. The CFRP-concrete interface debonding capacity with the larger adjacent crack spacing is lower than that with the smaller adjacent crack spacing. The theoretical calculation results of interfacial bonding shear stress between adjacent cracks have good agreement with the experimental results. The interfacial debonding failure between adjacent cracks in the intermediate cracking region was mainly caused by the root of the main crack. The larger the spacing between adjacent cracks exists, the easier the interfacial debonding failure occurs.

• 전력전자학회:학술대회논문집
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• 전력전자학회 2001년도 Proceedings ICPE 01 2001 International Conference on Power Electronics
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• pp.321-325
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• 2001

Servo drives with microcomputer control provide the possibility of using modem and sophisticated control algorithms. As an additional feature it is possible to implement parallel and/or redundant software and hardware structures to realise safe motion or similar security functions. Unfortunately microcomputer control also has some impact on the behaviour of servo drives. Control algorithm, cycle time, sensors and interface have to be perfectly synchronised. Special control schemes are necessary on the line side (power supply) to meet the actual requirements concerning EMC. This contribution presents experiences and results obtained from a modem digital drive system pointing out the influences of low and high accuracy position sensors and the interdependencies mentioned above.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2004년도 추계학술발표대회 개요집
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• pp.283-285
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• 2004

In this paper an important class of problems in welding which come under the category of phase change is considered, Solidification and melting are important process in welding field. Phase change problems are accompanied by either absorption or release of thermal energy i,e, heat transfer process. This is complicated by the release or absorption of the latent heat of fusion at the solid-liquid interface. In this study the liberation of latent heat is taken in to account using fixed grid method. The numerical simulation and the finite element codes for the heat transfer analysis including the latent heat term has been developed based on this fixed grid method.

• 대한기계학회논문집
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• 제17권12호
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• pp.3028-3044
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• 1993

A metallic bond of great strength for the same or dissimilar metals can be produced by the explosive welding. The formation of a metallic jet at the interface between the two impacting plates has been simulated using the numerical hydrocode DYNA2D. The mechanism of explosive welding for the wave formation is also analyzed by the computer simulation technique. The microscopic with the experimentally observed behaviour of the explosive welding. The computer simulations of the explosive welding process have proven especially useful for analyzing the mechanism of metallic bones.

• Tribology and Lubricants
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• 제14권4호
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• pp.29-36
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• 1998

The thermal characteristics of a disk such as temperature distribution, thermal behaviors and thermal stress during a braking operation has been analyzed for a high-speed brake using the finite element method. The maximum stress for a pad loaded against a disk was occurred at the trailing and leading edges of the disk pad at the underlayer-backplate interface. The FEM results indicate that the thermal characteristics of the spot type pad shows good performance compared with those of the flat type pad. Thus, the spot type pad in brake system may be recommended for the high-speed train system.

• Steel and Composite Structures
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• 제9권1호
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• pp.1-17
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• 2009

This paper is focused on the buckling and post buckling behaviour of rectangular corrugated board panels simply supported and subjected to compression load. The aim of the work is to understand the failure mechanism of investigated structure in order to quantify the effect of design parameters on the strength of a panel of given geometry. Two numerical models were developed adopting the finite element method. In the first one the corrugated board is represented by means of shell elements adopting an equivalent material, in the second the local structure is described in full detail modelling both straight and corrugated layers by means of shell elements and representing the connection between layers by special interface elements. The model correctness was checked by the comparison between out of plane central displacement predicted by the models and the experimental values found in literature. For the same case the effect of panel planarity error was evaluated. Finally a parametric analysis to investigate the effect of design parameters was carried out.

• Structural Engineering and Mechanics
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• 제30권1호
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• pp.99-117
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• 2008

This paper presents a comprehensive approach to the evaluation of macroscopic material parameters for natural stone and quarry masonry. To that end, a reliable non-linear material model on a meso-scale is developed to cover the random arrangement of stone blocks and quasi-brittle behaviour of both basic components, as well as the impaired cohesion and tensile strength on the interface between the blocks and mortar joints. The paper thus interrelates the following three problems: (i) definition of a suitable periodic unit cell (PUC) representing a particular masonry structure; (ii) derivation of material parameters of individual constituents either experimentally or running a mixed numerical-experimental problem; (iii) assessment of the macroscopic material parameters including the tensile and compressive strengths and fracture energy.

• Steel and Composite Structures
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• 제2권5호
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• pp.315-330
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• 2002

This paper proposes a model for analysing the non-linear behaviour of steel concrete composite beams prestressed by external slipping cables, taking into account the deformability of the interface shear connection. By assuming a suitable admissible displacement field for the composite beam, the balance condition is obtained by the virtual work principle. The solution is numerically achieved by approximating the unknown displacement functions as series of shape functions according to the Ritz method. The model is applied to real cases by showing the consequences of different connection levels between the concrete slab and the steel beam. Particular attention is focused on the limited ductility of the shear connection that may be the cause of premature failure of the composite girder.