• Journal of the Korea Concrete Institute
• /
• v.14 no.1
• /
• pp.110-117
• /
• 2002

In a strengthened bridge deck which received increased service loads, failure patterns of bridge deck vary depending on deck thickness, compressive strength of concrete, yielding strength of reinforcement, reinforcement ratio and additional strengthening ratio. General failure pattern that is most commonly reported as punching shear failure after the main rebar yields, followed by yielding of distributing rebar. In this paper, by Proposing a limit to the amount of strengthening material, a brittle failure can be prevented and a ductile failure mode similar to that developed in unstrengthened deck is derived. In order to calculated the limit strengthening ratio, the yield line theory and previously proposed plastic punching shear model have been used

• Proceedings of the KIEE Conference
• /
• 2007.07a
• /
• pp.1309-1310
• /
• 2007

본 논문에서는 IGBT 소자 중 온저항을 낮추고 집적성을 향상시키기 위해 고안된 트렌치 게이트 IGBT의 단점인 게이트 코너에서의 전계 집중현상을 완화하기 위해 P+ 베이스 영역에 트렌치 전극을 형성하고, 트렌치 바닥면에 P+ 층을 형성한 새로운 구조를 제안하고 TSUPREM과 MEDICI 시뮬레이션을 사용하여 전기적 특성을 분석하였다. 제안한 구조를 시뮬레이션한 결과 순방향 저지시에 15% 이상의 항복전압 향상을 보였으며, 이 때 온저항 특성과 문턱전압의 변화는 없었다. 전계 분포를 3차원적 시뮬레이션을 통해 트렌치 전극 바닥에 형성된 P+ 층에 의해 전계집중이 분산되는 전계분산 효과에 의해 항복전압을 향상시킴을 확인하였다. 전계분산 효과에 의한 항복전압향상은 트렌치 게이트의 코너와 트렌치 전극의 코너의 깊이가 같을수록 두 코너 사이의 거리가 가까울수록 커짐을 시뮬레이션을 통해 확인하였다. 제안 구조는 공정상 복잡성이 야기되지만 15%이상의 항복전압향상 효과는 소자 특성 개선에서 많은 응용이 기대된다.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
• /
• 2006.06a
• /
• pp.110-111
• /
• 2006

이중 에피층을 가지는 SOI (Silicon-On-Insulator) RESURF(REduced SURface Field) LIGBT(Lateral Insulated Gate Bipolar Transistor) 소자의 에피층 두께에 따른 항복전압 특성을 분석하였다. 이중 에 피층 구조를 가지는 SOI RESURF LIGBT 소자는 전하보상효과를 얻기 위해 기존 LIGBT 소자의 n 에피로 된 영역을 n/p 에피층의 이중 구조로 변경한 소자로 n/p 에피층 영역내의 전하간 상호작용에 의해 에피 영역 전체가 공핍됨으로써 높은 에피 영역농도에서도 높은 항복전압을 얻을 수 있는 소자이다. 본 논문에서는 LIGBT 에피층의 전체 두께와 농도를 고정한 상태에서 n/p 에피층의 두께가 변하는 경우에 항복전압 특성의 변화에 대해 simulation을 통해 분석하였다.

• Journal of Korean Society of Steel Construction
• /
• v.20 no.1
• /
• pp.195-203
• /
• 2008

This paper aims to evaluate the yield stress of SM570TMC concrete-filed H-shape steel columns subjected to axial force. These columns were evaluated and compared using quasi-static tests. The displacements and the axial loads column specimens were measured during the tests, and test results showed that the yield stress of concrete-filed H-shape steel columns subjected to axial load could be predicted using the previously proposed yield stress of steel columns.

• Proceedings of the Korean Society of Propulsion Engineers Conference
• /
• 2012.05a
• /
• pp.532-538
• /
• 2012

Failure mechanisms for a highly filled elastomer were discussed, and the stip-yield and the inherent flaw models were applied to them. Then, failure assessment diagram methods were investigated by means of modified two models. Fracture toughness tests using CCT(center-cracked tension) specimens made of a highly filled elastomer were conducted to generate the failure assessment diagrams. The failure assessment diagram of the inherent flaw model was normalized in order to compare with that of the modified strip-yield model. From the comparison of two failure assessment diagrams, it was found that the failure assessment diagram of the modified inherent flaw model more conservatively assesses the failure than that of the modified strip-yield model.

• Journal of the Korean Wood Science and Technology
• /
• v.44 no.1
• /
• pp.67-74
• /
• 2016

The yield shear strength of bolt connection in glass fiber reinforced glulam was predicted using a design-based equation, and was compared to the empirical yield shear strength. For the predicted equation, the mechanical properties of member (the elastic modulus, Poisson's ratio, shear modulus) was tested. The fracture toughness factor ($K_{ft}$) of glass fiber reinforced glulam was reflected to the revision of the design equation of bolted connection. The compressive strength properties to grain direction was influenced by annual ring angle and width of lamina. Compared with the revised yield shear strength of reinforced glulam, it was tended to be similar to the empirical yield shear strength on the diameter of bolt and the reinforcements. The revised yield shear strength from proposed formula of KBC was most appropriately matched in the bolt connection of the glass fiber reinforced glulam.

• Journal of the Korean GEO-environmental Society
• /
• v.17 no.10
• /
• pp.13-22
• /
• 2016

An optimized spudcan was designed for the Southwestern Sea, an area mostly comprised of sand and soft clay layers. The spudcan was designed using guidelines by SNAME, ISO, and InSafeJIP, as well as the yield surface for combined loads. The probe test method was applied to define a yield surface used in estimating spudcan stability. Numerical analyses that considered vertical, horizontal, and moment loads in Southwestern Sea resulted in a design of 8 m diameter spudcan. Additionally, the empirical equations suggested by previous studies can estimate a reasonable spudcan bearing capacity at shallow depth. Each yield surface calculated from Mohr Coulomb and Hardening soil model showed different shapes, however the yield surface also grew with increasing spudcan diameter. This yield surface is a useful reference, along with site investigation results and published guidelines, to estimate the stability of a spudcan in the Southwestern Sea.

• Journal of the Korean Vacuum Society
• /
• v.22 no.6
• /
• pp.335-340
• /
• 2013

This paper is for the simulation design to enhance the breakdown voltage of MHEMTs with an InP-etchstop layer. Gate-recess and channel structures has been simulated and analyzed for the breakdown of the MHEMT devices. The fully removed recess structure at the drain side of MHEMT shows that the breakdown voltage enhances from 2 V to almost 4 V as the saturation current at gate voltage of 0 V is reduced from 90 mA to 60 mA at drain voltage of 2 V. This is because the electron-captured negatively fixed charges at the drain-side interface between the InAlAs barrier and the $Si_3N_4$ passivation layers deplete the InGaAs channel layer more and thus decreases the electron current passing the channel layer and thus the impact ionization in the channel become smaller. In addition, the replaced InGaAs/InP composite channel with the same thickness in the same asymmetrically recessed structure increases the breakdown voltage to 5 V due to the smaller impact ionization and mobility of the InP layer at high drain voltage.

• Journal of the Korea Concrete Institute
• /
• v.13 no.5
• /
• pp.466-475
• /
• 2001

The potential shear strength of reinforced concrete beams decreases after flexural yielding due to the decrease of the effective compressive strength of concrete in plastic hinge zone. A truss model considering shear deterioration in the plastic hinge zone was proposed in order to evaluate the ductile capacity of reinforced concrete beams failing in shear after flexural yielding This model can determine the potential shear strength of the beam by using a truss model. The potential shear strength gradually decreases as the increase of the axial strain of member. When the calculated potential shear strength decreases up to the flexural yielding strength, the corresponding rotation angle is defined as the ductile capacity of the beam. The predicted ductile capacity of reinforced concrete beams is shown to be in a good agreement with experimental results.

• Journal of Korean Society of Steel Construction
• /
• v.12 no.3 s.46
• /
• pp.281-290
• /
• 2000

In this study, we have quantitatively estimated the mechanical properties of structural welding steels widely used in steel structures after correcting the millsheets of the steels using statistical technique. From this result, in present, the mechanical properties of the steels produced in domestics have satisfied the prescribed values in Korean Standards. The mechanical properties of the steels were dependent upon the plate thickness & class of the steels. Also, there have been linear relations between the plate thickness & class of the steels and the mechanical properties of the steels. And the results of this study have shown the similar tendencies with the existing results. Because the upper limit value of yield strength is not prescribed at Korean Standards in present, it is necessary to prescribe the upper limit value of yielding ratio(or yield strength) in order to assure the deformation performance of the steels.