• 소성∙가공
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• 제8권3호
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• pp.227-227
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• 1999

The effects of intermediate annealing (IA) and the final cold rolling (CR) condition on the microstructure and sagging resistance during brazing were investigated using three layer clad sheets composed of the Al-7.5 wt.%Si alloy (filler, thickness: 10 ㎛)/Al-1.3 wt.%Mn based alloy (core, 80㎛)/Al-7.5 wt.%Si alloy (filler, 10㎛). Also, the effect of 1.2∼2 wt.% Zn addition into the core on the sagging resistance of the clad sheets was determined. It was revealed that all the clad sheets fabricated by the optimum condition (IA at 690 K and CR to 20∼45%) show excellent sagging resistance with a limited erosion due to the formation of a coarsely recrystallized grain structure in the core during brazing. It was also revealed that the recrystallization behavior of the Al-1.3 wt.%Mn based alloy is hardly affected by the addition of 1.2-2 wt.%Zn during the brazing cycle. Therefore, the sagging resistance of the clad sheets is found to be governed not by the Zn content added in the A1-1.3wt.%Mn based core, but by the intermediate annealing and final cold rolling condition.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1999년도 춘계학술대회논문집
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• pp.157-160
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• 1999

Aluminum 4343(filler thickness ; 10${\mu}{\textrm}{m}$/Al 3N03(core 80${\mu}{\textrm}{m}$)/Al 4343(filler 10${\mu}{\textrm}{m}$) clad sheet which is recently developed as brazing sheet materials for automotive condensers was fabricated by castinglongrightarrowhot rollinglongrightarrowcold rollinglongrightarrowintermediate annealing(IA)longrightarrowfinal cold rolling(CR). and the effect of IA/CR conditions on microstructure and sagging resistance were investigated the sheet which were fabricated by optimum conditions (IA'ed at 42$0^{\circ}C$ followed by CR'ed to 20~45%) showed good sagging resistance because the core obtained a coarsely recrystallized grain structure during brazing and consequently inhibited filled alloy penetration into the core.

• Steel and Composite Structures
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• 제15권4호
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• pp.425-438
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• 2013

A new-styrofoam-concrete composite sandwich slab with function of heat insulation is designed. Four full-scale simply supported composite sandwich slabs with different shear connectors are tested. Parameters under study are the thickness of the concrete, the height of profiled steel sheeting, the influence of shear connectors including the steel bars and self-drilling screws. Experimental results showing that four specimens mainly failed in bending failure mode; the shear connectors can limit the longitudinal slippery between the steel profiled sheeting and the concrete effectively and thus guarantee the good composite action and cooperative behavior of two materials. The ultimate sagging bending resistance can be determined based on plastic theory. This new composite sandwich slab has high sagging bending resistance and good ductility. Additionally, these test results help the design and application of this new type of composite sandwich slab.

• 한국주조공학회지
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• 제30권5호
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• pp.187-195
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• 2010

In this study, in order to obtain a useful guide line for design and production of automotive heat exchanger components made of 4343/3003/4343 aluminum clad sheets, it was aimed to improve the understanding about the grain refinement effect on brazing characteristic of the clad sheets. Al-10Ti master alloy was used for grain refinement of 3003 core alloy, and the Ti inoculation level was systematically changed up to 0.1 wt%. The three-layer aluminum clad sheets were fabricated by hot roll bonding process. The effect of grain refinement on brazing characteristic of the clad sheets was investigated by evaluating wettability, bonding strength and sagging resistance.

• 한국구조물진단유지관리공학회 논문집
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• 제26권3호
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• pp.1-10
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• 2022

지중구조물에 많이 사용되는 파형강판 콘크리트 합성단면은 단면의 어려움으로 인하여 아직까지 보수적인 설계방법을 적용하고 있다. 본 연구에서는 LRFD와 LSD의 두가지 한계상태 설계방법을 사용하여 합성단면의 휨과 압축에 대한 소성해석을 실시하고자 하였다. 실험결과에 대한 분석결과 압축강도는 LRFD 해석값이 보다 안전측으로 해석되었으며, 강판의 강재비 보다는 콘크리트 압축강도의 영향이 큰 것으로 분석되었다. 휨강도는 LSD에 의한 해석치가 실험결과와 잘 일치하는 것으로 분석되었으며, 강판 인장강도의 영향을 받는 Hogging moment는 연결부 등의 영향에 의해 강도증가율이 감소하였으나, Sagging moment는 강재비에 따라 선형적으로 증가하는 것으로 분석되었다.

• 해양환경안전학회지
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• 제29권5호
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• pp.488-496
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• 2023

선박 및 교량 구조물은 일종의 길이가 긴 박스형 구조로서 수직 굽힘 모멘트에 대한 저항력이 설계의 주요 인자이다. 특히 선박 거더는 반복적으로 불규칙적인 파랑하중에 장시간 노출되어 있기 때문에 구조부재의 연속 붕괴 거동을 정확하게 예측하는 것이 무엇보다도 중요하다. 본 논문에서는 순수 휨모멘트를 받는 박스거더의 하중 변화에 따른 좌굴을 포함한 소성 붕괴 거동을 수치해석적 방법을 이용하여 분석하였다. 분석대상은 Gordo 실험에서 사용한 세 가지 박스거더로 선정하였다. 구조강도 실험 결과와 비선형 유한요소해석에 의한 결과를 비교하여 차이가 발생하는 원인에 대해서 고찰하였다. 본 논문에서는 카본스틸 재료의 제작 시 필연적으로 사용하는 용접열에 의한 초기 처짐의 영향을 반영하기 위하여 전체와 국부적인 처짐 형상의 조합을 제안하였고, 이 결과는 실험 결과와 거동 및 최종강도 추정율이 7% 이내에서 잘 일치하고 있었다. 논문에서 검토한 절차 및 초기 처짐 구성에 대한 내용은 향후 유사 구조물의 최종강도를 분석하는데 좋은 지침으로 사용할 수 있다.

• 한국응용과학기술학회지
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• 제28권1호
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• pp.35-47
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• 2011

For the synthesis of water soluble acrylic modified epoxyester resin, fatty acid/epoxy ratio of 50/50 was used, and introduced maleic anhydride. Ratio of styrene/acrylic acid of acrylic monomers was fixed 85/15 and ratio of epoxyester/acrylic monomer was controlled 80/20, 75/25, 70/30, 65/35, and degree of neutralization were changed 65%, 80%, to 100%. As a result, 40% solids acrylic modified epoxyester resins were synthesized. Resins were evaluated water soluble stability, drying time, water resistant, storage stability and physical properties. And the white paints were prepared, and were evaluated viscosity, drying time, water resistance, adhesion, sagging, spray workability, gloss, salt spray resistance, skinning, whiteness and flash rust. As a result, the degree of neutralization of 100% and the ratio of epoxyester/acrylic monomer of 75/25 showed the best properties.

• 한국건축시공학회지
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• 제21권1호
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• pp.87-95
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• 2021

본 연구에서는 현재 건설신기술로 지정된 복합계방수공법 7개사(A~G)를 대상으로 KS F 2622:멤브레인 방수층 성능평가 시험방법 중 현장 적용조건과 유사성이 큰 평가항목을 선정하여 평가한 결과, 모든 시험체가 기본 물성평가에서 KS 기준을 상회하는 성능을 확보했음에도 불구하고, 내피로(균열 거동) 시험을 제외한 방수성(수밀성) 시험, 처짐 저항성 시험, 부풂 저항성 시험에서 점착 도막 계열로 이루어진 공법의 접합부와 수직부 등 취약부위의 현장품질 성능을 확보하기 어려운 것으로 확인하였다.

• Structural Engineering and Mechanics
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• 제82권5호
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• pp.595-609
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• 2022

Prestressed composite steel-concrete beams are still a technology restricted to repair sites of large-scale structures and spans. One of the reasons for that is the absence of standard frameworks and publications regarding their design and implementation. In addition, the primary normative codes do not address this subject directly, which might be related to a scarcity of papers indicating methods of design that would align the two technics, composite beams and external prestressing. In this context, this paper proposes methods to analyze the sizing of prestressed composite beams submitted to pre-tension and post-tension with a straight or polynomial layout cable. This inquiry inspected a hundred and twenty models of prestressed composite beams according to its prestressing technology and the eccentricity and value of the prestressing force. The evaluation also included the ratio between span and height of the steel profile, thickness and typology of the concrete slab, and layout of the prestressing cables. As for the results, it was observed that the eccentricity of the prestressing force doesn't significantly influence the bending resistance. In prestressed composite beams subjected to a sagging moment, the ratio L/d can reach 35 and 30 for steel-concrete composite slabs and solid concrete slabs, respectively. Considering the negative bending moment resistance, the value of the L/d ratio must be less than or equal to 25, regardless of the type of slab. When it comes to the value of the prestressing force, a variation greater than 10% causes a 2.6% increase in the positive bending moment resistance and a 4% decrease in the negative bending moment resistance. The pre-tensioned composite beams showed a superior response to flexural-compression and excessive compression limit states than the post-tensioned ones.

• 국제초고층학회논문집
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• 제7권4호
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• pp.375-387
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• 2018

This paper presents a review on progressive collapse mechanism of steel framed buildings exposed to fire. The influence of load ratios, strength of structural members (beam, column, slab, connection), fire scenarios, bracing systems, fire protections on the collapse mode and collapse time of structures is comprehensively reviewed. It is found that the key influencing factors include load ratio, fire scenario, bracing layout and fire protection. The application of strong beams, high load ratios, multi-compartment fires will lead to global downward collapse which is undesirable. The catenary action in beams and tensile membrane action in slabs contribute to the enhancement of structural collapse resistance, leading to a ductile collapse mechanism. It is recommended to increase the reinforcement ratio in the sagging and hogging region of slabs to not only enhance the tensile membrane action in the slab, but to prevent the failure of beam-to-column connections. It is also found that a frame may collapse in the cooling phase of compartment fires or under travelling fires. This is because that the steel members may experience maximum temperatures and maximum displacements under these two fire scenarios. An edge bay fire is more prone to induce the collapse of structures than a central bay fire. The progressive collapse of buildings can be effectively prevented by using bracing systems and fire protections. A combination of horizontal and vertical bracing systems as well as increasing the strength and stiffness of bracing members is recommended to enhance the collapse resistance. A protected frame dose not collapse immediately after the local failure but experiences a relatively long withstanding period of at least 60 mins. It is suggested to use three-dimensional models for accurate predictions of whether, when and how a structure collapses under various fire scenarios.