• Computers and Concrete
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• 제22권6호
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• pp.539-550
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• 2018

Concrete is highly non-linear material which is originating from the transition zone in the form of micro-cracks, governs material response under various loadings. In this paper, the constitutive models published by many researchers have been used to generate novel stiffness parameters and constitutive curves for concrete. Following such linear material formulations, where the energy is conservative during the curvature, and a nonlinear contribution to the concrete has been made and investigated. In which, nonlinear concrete elastic modulus modeling has been developed that is capable-of representing concrete elasticity for grades ranging from 10 to 140 MPa. Thus, covering the grades range of concrete up to the ultra-high strength concrete, and replacing many concrete models that are valid for narrow ranges of concrete strength grades. This has been followed by the introduction of the nonlinear Hooke's law for the concrete material through the replacement of the Young constant modulus with the nonlinear modulus. In addition, the concept of concrete elasticity index (${\varphi}$) has been proposed and this factor has been introduced to account for the degradation of concrete stiffness in compression under increased loading as well as the multi-stages micro-cracking behavior of concrete under uniaxial compression. Finally, a sub-routine artificial neural network model has been developed to capture the concrete behavior that has been introduced to facilitate the prediction of concrete properties under increased loading.

• 한국결정성장학회지
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• 제11권4호
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• pp.170-175
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• 2001

It was possible to grow the $Al_{2}O_{3}$ based $Y_{3}A_{5}O_{12}(YAG),ZrO_{2}$ binary and ternary eutectic fibers using micro-pulling down method with a growing rate of 0.1~15 mm/min. While $Al_{2}O_{3}/ZrO_{2}$ showed cellular-lamellar structure, $Al_{2}O_{3}$/YAG and $Al_{2}O_{3}$/YAG/$ZrO_{2}$ternary eutectic fibers showed homogeneous Chinese script lamellar structures. The microstructures of $Al_{2}O_{3}/ZrO_{2}$ binary eutectic fibers changed with solidification rate from lamellar pattern to cellular structure. The interlamellar spacing agreed with the inverse-square-root dependance on pulling rate according to $\lambda$=$kv_p\;{-1/2}$. $Al_{2}O_{3}/ZrO_{2}$ binary eutectic fibers recorded the highest tensile strength of about 1560MPa at room temperature. $Al_2O_3/YAG/ZrO_2$ternary eutectic fiber showed excellent thermal stability to $1200^{\circ}C$ without significant decrease. The maximum strength of ternary eutectic fibers recorded were 1100MPa at $25^{\circ}C$ and 970MPa at $1200^{\circ}C$, respectively.

• 대한토목학회논문집
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• 제31권3A호
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• pp.207-214
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• 2011

높은 강도와 우수한 연성을 가지는 초고성능 콘크리트(Ultra High Performance Concrete, UHPC)는 교량 부재의 두께 및 자중을 감소시키는데 적합하여, 교량의 장대화, 장경간화에 유리한 재료로 각광 받고 있다. 그러나 초고성능 콘크리트는 타설 과정이 복잡하고 어렵기 때문에 현장 타설을 통한 적용이 어려운 재료이다. 따라서 이에 대한 대안으로 프리캐스트 공법을 활용하는 방안이 중점적으로 연구되고 있다. 본 연구에서는 이와 같은 연구의 일환으로 초고성능 콘크리트의 재료 특성을 고려하여 하이브리드 사장교 바닥판 접합부의 철근 이음방법에 따른 구조적 성능을 평가하였다. 바닥판의 접합부에 적용할 수 있는 철근 이음을 형상에 따라 RC 부재에 적용하고, 이에 대한 비선형 해석을 통해 구조적 성능을 예측하였다. 또한 600 m급 사장교를 선정하여 단면력 해석을 통해 접합부에서 발생하는 부착 응력의 크기를 파악하고, 이를 접합부 형상에 따른 부착 강도의 크기와 비교하여 구조적 성능을 평가하였다. 해석 결과, 접합부 철근의 형상에 따라 U형 루프 타입이 가장 큰 하중을 견딜 수 있고, 직선형 타입이 가장 큰 부착 강도를 발현하는 것으로 예측되었다. 또한, 세 가지 형상의 접합부 철근 모두 초고성능 콘크리트의 사장교의 완성계에서 요구되는 부착 성능을 만족시켰다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2008년도 추계학술대회 논문집
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• pp.226-229
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• 2008

Hot press forming is an advanced forming technology fur manufacturing of complex and crash-resistant automotive parts using ultra high strength steels. The 3-dimensional FE analysis of hot press forming process, in which process the deformation, heat transfer and phase transformation behavior are fully coupled, is carried out. The vast amount of material properties for the FE analysis is obtained from material properties calculation software which is based on thermodynamic calculations. The overall methodology for the FE analysis of HPF process and the analysis results are discussed here.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1991년도 하계학술대회 논문집
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• pp.265-267
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• 1991

In this paper, we describe the development of 345kv OF cables to contain also the cable employing new insulation paper, PPLP (Poly propylene Laminated paper). The cables all show very excellent properties, especially PPLP cable has less the dielectric loss and better the impulse & A.C strength than the one employing the conventional paper. Therefore, according to use PPLP cable, it seems to be several advantages such as the compact of system, the increasing capacity, and the decreasing energy loss etc.

• Computers and Concrete
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• 제16권1호
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• pp.1-16
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• 2015

The proposed techniques to strengthen concrete members such as steel plates, polymers or concrete have important deficiencies in adherence and durability. The use of UHPFC plates can overtake effectively these problems. In this paper, the possibility of using UHPFC to strengthen RC beams under torsion is investigated. Four specimens of concrete beams reinforced with longitudinal bars only were tested under pure torsion. One of the beams was considered as the baseline specimen, while the others were strengthened by ultra-high-performance fiber concrete (UHPFC) on two, three, and four sides. Finite element analysis was conducted in tandem with experimental work. Results showed that UHPFC enhances the strength, ductility, and toughness of concrete beams under torsional load, and that finite element analysis is in good agreement with the experimental data.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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• pp.526-529
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• 2006

In this paper, flexure behavior of steel fiber reinforcement ultra high performance cementations composites (SFR-UHPCC) has been analyzed by equivalent stress block. Pulling-out tensile force of steel fiber with concrete matrix was induced. An appropriate flexure evaluation formula, i.e. semi-analytical formula, was established based on rectangular cross section beam for comparing with shear capacity and ultimate load of SFR-UHPCC beam. Finally, the semi-analytical formula has been simplified for the convenience of design work. Experimental results and theoretical shear strength are shown to compare with the formula proposed by this paper. The theory formula has a good prediction of failure type of SFR-UHPCC.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.547-548
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• 2009

분산제 코팅 및 단일형상을 가진 폴리아미드 섬유보강 콘크리트 기술을 적용하여 160MPa 초고강도 콘크리트의 내화성능을 평가한 결과, 콘크리트의 압송성능을 개선했을 뿐만 아니라 콘크리트의 내화성능 관리기준을 만족하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.33-34
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• 2010

초고강도 콘크리트의 적용확대로 새로운 철근 압축이음길이 설계식의 개발 필요성이 제기되고 있다. 본 연구에서는, 현행 콘크리트구조설계기준의 인장 이음길이와 갈고리 정착길이 설계식과 같은 형태를 활용하여, 사용이 편리한 압축이음길이 설계식을 회귀분석을 통해 제안하였다.

• 한국레이저가공학회지
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• 제11권1호
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• pp.19-24
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• 2008

It has been recognized that laser dicing of wafers results in low mechanical strength compared to the conventional sawing techniques. Thermal shock generated by rapid thermal loading is responsible for this problem. This work presents a two-dimensional ultra-short thermo elastic model for numerical simulation of femtosecond laser ablation of metals in the high-fluence regime where the phase explosion is dominant. Laser-induced thermoelastic stress is analyzed for Ni. The results show that the laser-induced thermal shock is large enough to induce mechanical damages.