• Journal of the Computational Structural Engineering Institute of Korea
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• v.34 no.6
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• pp.393-401
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• 2021

In this paper, we proposed a numerical model based on moment-curvature, to evaluate the resistance of reinforced concrete (RC) members subjected to blast loading. To consider the direct shear failure mode, we introduced a dimensionless spring element based on the empirical direct shear stress-slip relation. Based on the dynamic increase factor equations for materials, new dynamic increase factor equations were constructed in terms of the curvature rate for the section which could be directly applied to the moment-curvature relation. Additionally, equivalent bending stiffness was introduced in the plastic hinge region to consider the effect of bond-slip. To verify the validity of the proposed model, a comparative study was conducted against the experimental results, and the superiority of this numerical model was confirmed through comparison with the analytical results of the single-degree of freedom model. Pressure-impulse (P-I) diagrams were produced to evaluate the resistance of members against bending failure and direct shear failure, and additional parametric studies were conducted.

• Journal of Navigation and Port Research
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• v.26 no.4
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• pp.435-440
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• 2002

The quantitative assessment of the effect of the residual stress on fracture behavior was executed by some experiment and numerical analysis. First of all, artificial residual stresses were imposed on CT(Compact Tension) specimens by local heating using gas torch, and an appropriate distribution of residual stresses was obtained by thermal elastic-plastic FE analysis. To certify the result of the FE analysis, an experimental measurement was performed in accordance with ASTM standard. Fracture toughness test was executed on the several types of specimens. The first type was the specimen without residual stresses, and the others had different peak value of compressive residual stress at crack front via controlling the heat flux. All the test results were presented on th J resistance(JR) curves and discussed to verify the effect of compressive residual stresses on fracture behavior.

• Transactions of the Korean Society of Pressure Vessels and Piping
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• v.14 no.1
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• pp.1-7
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• 2018

Materials in nuclear power plants can be embrittled by neutron irradiation. According to existing studies, the effect of the material property by irradiation embrittlement can be approximately simulated by cold working (pre-strain). In this study, finite element damage analysis method using the stress-modified fracture strain model is proposed to predict J-Resistance curves of irradiated SUS316 stainless steel. Experimental data of pre-strained SUS316 stainless steel material are obtained from literature and the damage model is determined by simulating the tensile and fracture toughness tests. In order to consider damage caused by the pre-strain, a pre-strain constant is newly introduced. Experimental J-Resistance curves for various degrees of pre-strain are well predicted.

• Journal of Ocean Engineering and Technology
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• v.12 no.1
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• pp.65-75
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• 1998

The fracture resistance curve is one of most important and design techniques employed in nuclear pressure vessel structures. This study is to evaluate the J-R curve characteristics for the SA508C-3 by the unloading compliance method and load rato analysis. The effect of strain aging for the exponential correlation of the J-R curve in this metal are investigated at room temperature, 20$0^{\circ}C$ and 30$0^{\circ}C$. The load ratio analysis method can evaluate the J-R curve by using the simple tension load-displacement curve only without the repeat of the unloading and loading. Therefore, the analysis by the proposed load ratio method has a merit, in comparison with the unloading compliance method, which can measure the crack length without the precision measurement equipment.

• Journal of Korean Society of Steel Construction
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• v.25 no.3
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• pp.279-287
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• 2013

The steel members are applied to high rise building since they have high strength compare to the concrete member. On the other hand, the elastic buckling is likely to occur in steel member because of their small section. When the elastic buckling occur, the steel structure lose a load carrying capacity. The steel frame would be unstable due to a rapid decline in strength by buckling. The purpose of this study is the development of FLD(Force Limiting Device) to prevent a elastic buckling for a slender member. Further, the behavior of steel structures with FLD would be stable by high energy absorption capacity. The proposed type of FLD is the type of out-of-plane resistance. In this study, member test and FEM analysis for proposed type were performed. The test parameters are thickness and gradient angle of out-of-plane plate. The proposed type may be effective method for FLD.

• Proceedings of the KIEE Conference
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• 2007.07a
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• pp.353-355
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• 2007

피접지체의 접지는 전력설비의 절연파괴,낙뢰 등으로 전압이 침입할 경우 접지전극의 접지저항이 높으면 접지전극으로 유입되는 전류와 접지저항의 곱에 해당하는 접지전극의 전위가 상승하게 되므로 설비의 파손 인축의 피해 등이 발생 할 수 있다. 따라서 접지저항은 낮은 값으로 유지하는것이 필요하고 정기적으로 측정하여 관리하도록 규정하고 있다. 대표적인 접지저항측정방법으로는 3전극법(Fall of potential method)과 Hook-on 측정법이 있다. 그러나 3전극법은 측정하고자 하는 접지전극으로부터 일정한 거리에 전류를 흘려주고 이때 대지 전위를 측정 할 수 있는 2개의 보조전극 설치가 필수적이나 접지극과 접지선의 단자와는 설치 위치가 다르므로 접지전극의 설치점을 확인하기 곤란하고 건물내부, 지하철, 터널 등에는 보조전극의 설치가 거의 불가능하므로 처음 설치한 접지극의 접지저항측정관리에 어려움이 크다. 또한 Hook-on 측정법은 다중 접지 계통에 사용하는 방법으로 접지극이 수십 또는 수백개를 병렬로 연결한 경우 측정하고저 하는 접지그의 접지저항값에 비해 나머지 접지전극 전체의 합성저항이 무시할 수 있을 만큼 적은 경우에만 측정할 수 있으므로 건물이나 변전실 등 수개의 접지극이 설치된 경우는 사용할 수 없다. 본 연구는 보조전극을 설치하지 않고 측정하고자하는 접지전극 상호간의 전류분배 비율을 저항의 역수 비율로 하여 각각의 접지 전극의 접지저항값을 운전 중인 상태에서 간단하고 정확하게 측정할 수 있는 새로운 접지저항 측정 방법에 관한 연구이다.

• Journal of Korean Society of Steel Construction
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• v.28 no.1
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• pp.1-12
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• 2016

An experimental study was conducted to evaluate the static shear strength of stirrup-reinforced cast-in anchors. The test parameters considered herein are an existence of front bearing bar and concrete crack. M36 anchor was used with an edge distance of 180mm. HD-10 bars were used for all reinforcing bars and the stirrups were placed with 100mm spacing. The shear resistance increased by 16% when the front bearing bar was installed. Meanwhile, the resistance reduced only 5% in the cracked concrete compared with the uncracked concrete. The test results showed that ACI 318 and ETAG 001 specifications could estimate the shear strength of stirrup-reinforced anchors conservatively and a rational method was proposed. A consideration on the fracture strength of stirrup-reinforced anchor is also given.

• Journal of Korean Society of Steel Construction
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• v.30 no.2
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• pp.67-76
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• 2018

An experimental study was conducted to evaluate the breakout strength of stirrup-reinforced cast-in anchors under dynamic shear loadings. The shear loadings were applied in the manner specified in the ACI 355.2 and ETAG 001 for the seismic qualification tests. Test specimens were fabricated with M36 anchor (edge distance, 180mm) reinforced with D10 stirrups (spacing, 100mm). The specimens reached almost the breakout strength and thereafter fracture of anchor occurred. Additional tests with M42 anchor (edge distance, 160mm) reinforced with D6 bars (spacing, 100mm) were also conducted. The experimental results showed that the dynamic shear strength was not less than the static resistance. Based on the test results, it was shown that ACI 318 and ETAG 001 specifications estimate the breakout strength of stirrup-reinforced anchors conservatively as more reinforcement is provided.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.11b
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• pp.697-702
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• 1996

원전 배관계통에 LBB를 적용하면 배관파단으로 인한 동적영향(dynamic effect)을 고려하지 않아도 되므로 각종 구조물의 설계가 단순해지고, 배관파단에 대비해 설치하였던 각종 지지구조물들을 제거할 수 있으므로 설계비용 절감 등 경제적 이점을 얻을 수 있다. 본 논문의 목적은 차세대원전 안전주입 및 정지냉각계통 배관에 대해 설계초기단계에서 LBB적용 여부를 판단할 수 있는 배관평가선도를 개발하는 것이다. 이를 위해 먼저 배관재료의 응력-변형률곡선을 사용하여 감지가능한 균열길이를 산출하였으며, 3차원 유한요소해석과 배관재료의 파괴저항곡선을 이용한 균열안정성평가를 수행하여 배관평가선도를 개발하였다. 본 연구에서 개발한 배관평가선도를 배관설계초기단계에 사용하면 LBB적용여부로 인한 설계변경과정이 불필요하므로 전체공기를 단축할 수 있으며, 특정한 배관계통이 아닌 일반 배관계통에 적용할 수 있으므로 LBB해석회수를 상당히 줄일 수 있다.

• Korean Journal of Materials Research
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• v.7 no.9
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• pp.763-771
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• 1997

이규화몰리브덴 고온발열체의 제조공정을 개발하였다. 원료분말은 상용 MoSi$_{2}$분말이었으며 Bentonite, Si$_{3}$N$_{4}$, B, ThO$_{2}$를 각각 가소제와 첨가제로 사용하였다. 이들은 진공압출, 소결, 단자부 기계가공, U자형 성형, 용접 등의 과정을 거쳐 U자형 발열체로 제조되었다. 사용제품의 분석결과 최근 사용온도가 크게 증가된 것으로 알려진 190$0^{\circ}C$용 발열체는 다량(33wt%)의 W이 Mo을 치환하고 있는 것으로 나타났다. 발열체의 전기비저항은 겉보기 밀도가 증가함에 따라 급격하게 감소하는 경향을 보였으며 첨가물들의 영향은 미미하였다. 1400-1$600^{\circ}C$에서 용접한 경우 용접면에서의 전기비저항은 비용접부보다 낮았으며 용접온도가 증사함에 따라 감소하였다. 발열시험결과 제조된 발열체는 표면온도가 1$700^{\circ}C$이하에서는 문제가 없었으며 175$0^{\circ}C$ 이상의 온도에서는 원형의 융기가 표면에 발생하면서 급속하게 파괴되었다. 이 융기는 X-선 회절분석결과 SiO로 밝혀졌으며 따라서 발열체의 파괴는 MoSi$_{2}$/SiO$_{2}$계면에서의 Si(in MoSi$_{2}$) + SiO$_{2}$=2SiO(g)반응에 으해 일어나는 것으로 판단된다.