• Proceedings of the Korean Society for Technology of Plasticity Conference
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• 1997.03a
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• pp.303-306
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• 1997

$\alpha$형과 $\beta$형 섬유조직의 압연 집합조직을 초기 집합조직으로 갖는 알루미늄 판재의 디프드로잉 공정시 집합조직 변화를 고찰하였다. 플랜지 변형 단계에서는 Bs성분은 감소하 였으며, Goss, Cu, P등의 성분들은 증가하였다. 컵의 윗쪽에서는 아랫쪽에 비하여 Goss, Cu 성분은 증가하고 P성분의 변화는 적었다. 이는 컵의 윗쪽에서는 플랜지에서 받은 평면변형 의 정도가 컵의 아랫쪽에 비하여 크기 때문이다. 실제 디프드로잉 공정에서의 변형량에서는 결정들이 안정방위로의 회전경로인 $\alpha$D형의 섬유와 $\beta$D형의 섬유로 이동하게 된다.

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.36-36
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• 2011

I-거더 형식의 연속교 교각 부근에서는 큰 부모멘트가 작용하게 되며 이로 인하여 소성힌지가 생성되게 된다. 소성힌지가 형성됨에 따라 교각 부근의 부모멘트는 감소하게 되며, 정모멘트부의 휨모멘트는 반대로 증가하게 된다. 이러한 모멘트 재분배가 원활히 발생하기 위해서는 소성힌지가 충분한 휨연성 혹은 단면회전 능력을 가지고 있어야 한다. 하지만 고강도 강재를 적용한 연속교에서는 재료연성이 다소 떨어지는 경향이 있고, 재료의 항복응력이 증가할수록 I-거더의 탄성 변형량은 이에 비례하여 증가하므로, 소성변형 능력 및 휨연성이 감소하는 것으로 알려져 있다. 따라서, 고강도 강재를 I-거더 형식의 연속교에 적용할 때 부모멘트부의 휨연성을 정량적으로 예측하여 재분배 모멘트가 원활히 이루어 지는지에 대한 연구가 필요하다. 본 연구에서는 유한요소해석 연구를 통하여 고강도강재 적용 I-거더 연속교의 재분배 모멘트를 고려한 휨거동 대하여 연구를 수행하였다. 연구 결과 재료의 인장 강도가 증가함에 따라 탄성 변형이 증가하며 소성 변형 능력이 저하됨으로 I-거더의 휨연성이 현저하게 감소하는 것으로 나타났다. 또한 소성모멘트 까지 선형거동하는 재료모델을 이용한 간략식을 통하여 연속교의 휨거동을 예측하여 유한요소해석 결과와 비교하였다.

• Journal of the Korea Concrete Institute
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• v.26 no.4
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• pp.555-562
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• 2014

To perform performance-based seismic design of buildings, it is necessary clear goal for usage and stability after an earthquake. To clear this goal, it requires a review of the constituent material of the building and, in particular, a member used as an indicator of the residual strain is useful. There are more usage of prestressed concrete because of prestressing steel witch has characteristics of the origin-oriented. In this study, the goal is estimating of residual strain on the prestressed concrete beam member. The expression for angle of deformed prestressed concrete beam member was obtained from using of curvature on the critical section and the equivalent plastic hinge length based on 'equivalent plastic hinge length method'. Considering the balance of strength and deformation conditions, suitable analysis values were derived from 'split Element Method'. Through various parametric studies, various factors affecting the residual strain were decided. Based on the results of this study, it is expected many researches will be proceed in the future.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.6
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• pp.3888-3893
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• 2014

The number of waste tires is increasing. One effective recycling method is the pyrolysis of waste tires. Using the pyrolyzed carbon black from waste tires, the characteristics of permanent deformation for PA-13mm porous mixture were evaluated. The confining pressure of 138 kPa and deviatoric stress of 551 kPa were adopted. The testing temperature was $45^{\circ}$ and 50 gyrations of the gyratory compactor was used to simulate the medium traffic level. The mixture modified by 10% PCB showed the largest Marshall Stability of 3.41 kN. The stability of the mixtures with PCB was 50% higher than that of mixture without PCB. The limited laboratory test showed that the use of PCB in a porous pavement decreases the permanent deformation and will be an effective alternative method to reducing the permanent deformation of a porous pavement.

• Journal of the Microelectronics and Packaging Society
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• v.10 no.2
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• pp.19-26
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• 2003

Plastic and creep deformations of a solder joint on thermal cycle play an important role in the reliability of optical telecommunication components. Solder joint strain is increased with the thermal cycle time and it causes mis-alignments and power loss in the optical component. Furthermore, the component can be failed since the deformation exceed the limitation of the fatigue life. We applied the finite element analysis method to solve the problem of the solder joint reliability on thermal cycle. Plastic and creep deformations are calculated by the finite element method. And, the fatigue lire is predicted by using creep-fatigue prediction models with calculated strains. The temperature conditon of the analysis was referred from the Telcordia reliability schedule (-40 to 75). Also, the three ramp renditions, 1/min, 10/min and 50/min, and dwelling time were considered to analyze the differences of results.

• Proceedings of the KSME Conference
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• 2005.11a
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• pp.160.1-160.1
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• 2005

• Journal of the Society of Disaster Information
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• v.9 no.1
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• pp.22-29
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• 2013

Warm mix asphalt(WMA), which is produced at lower temperatures than hot mix asphalt, has advantages in reductions of fuel consumption and greenhouse-gas emission. In this study, field tests such as skid resistance, rutting(permanent deformation), and roughness were conducted for analysis of long-term field performance of modified warm mix asphalt pavement. Skid resistance after 20 months represents the result similar to initial performance results but rutting and roughness decreased somewhat depending on the period of performance. Measurement results of permanent deformation and roughness could be acceptable because measured pavement location is bus lane that a lot of buses pass and stop. There were no cracks after 11 months, but some minor cracks were observed after 20 months. These results were influenced by increased crack resistance due to fiber addition.

• Journal of the Society of Naval Architects of Korea
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• v.31 no.3
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• pp.145-153
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• 1994

In the fabrication of welded built-up beams, longitudinal deformation occurs due to welding, and this obstructs improvement of productivity and quality. In this study, to estimate the deformation due to welding, a simplified thermal elasto-plastic analysis method is proposed and verified by experiments. From the results of the simplified analysis, it is clarified that deformation coefficients defined in this study are the function of fabrication parameters. Based on this simplified analysis, a method to simulate the fabrication procedures for the built-up beams can be developed.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.35 no.9
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• pp.1041-1050
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• 2011

An elasto-plastic finite element method using the theory of strain gradient plasticity is proposed to evaluate the size dependency of structural plasticity that occurs when the configuration size decreases to micron scale. For this method, we suggest a low-order plane and three-dimensional displacement-based elements, eliminating the need for a high order, many degrees of freedom, a mixed element, or super elements, which have been considered necessary in previous researches. The proposed method can be performed in the framework of nonlinear incremental analysis in which plastic strains are calculated and averaged at nodes. These strains are then interpolated and differentiated for gradient calculation. We adopted a strain-gradient-hardening constitutive equation from the Taylor dislocation model, which requires the plastic strain gradient. The developed finite elements are tested numerically on the basis of typical size-effect problems such as micro-bending, micro-torsion, and micro-voids. With respect to the strain gradient plasticity, i.e., the size effects, the results obtained by using the proposed method, which are simple in their calculation, are in good agreement with the experimental results cited in previously published papers.

• Journal of the Korea Concrete Institute
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• v.19 no.4
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• pp.441-448
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• 2007

The beam-column assembly in a ductile reinforced concrete (RC) frames subjected to seismic loading are generally controlled by shear and bond mechanisms, both of which exhibit poor hysteretic properties. Hence the response of joints is restricted essentially to the elastic domain. The usual earthquake resistant design philosophy of ductile frame buildings allows the beams to form plastic hinges adjacent to beam-column assembly. Increased strain in these plastic hinge regions affect on joint strain to be increased. Thus bond and shear joint strength are decreased. The research reported in this paper presents the test results of five RC beam-column assembly after developing plastic hinges in beams. Main parameter of the test Joints was the amount of the longitudinal tensile reinforcement of the beams. Test results indicted that the ductile capacity of joints increased as the longitudinal tensile reinforcement of the beams decreased. In addition, both the tensile strain of the longitudinal reinforcement bars in the joint and the ductile ratio of the beam-column assemblages increased due to the yielding of steel bars in the plastic hinge regions.