• Journal of Welding and Joining
• /
• 제15권1호
• /
• pp.46-54
• /
• 1997

The object of this paper is to evaluate SCC(stress corrosion cracking) susceptibility for parent metal and bond line region of weld joints which have the various weld heat input condtions in TMCP(thermo-mechanical control process) steel by SP-SSRT(small punch-slow strain rate test) method. And the SCC test results of TMCP steel are compared with those of the conventional HT50 steel which has te almost same tensile strength level like TMCP steel. The loading rate used was $3\times10^{-4}$mm/min and the corrosive environment was synthetic sea water. According to the test results, in the case of parent metal, TMCP steel showed higher SCC susceptibility than HT50 steel because of the high plastic strain level of ferrite microstructure obtained by accelerated cooling. And in the case of bond line, the both TMCP steel and HT50 steel showed low load-displacement behaviors and higher SCC susceptibility above 0.6. These results may be caused by theembrittled martensite structure on HT50 steel and by the coarsened grain and the proeutectoid ferrite structure obtained by the impart of accelerated cooling effect on TMCP steel.

• Journal of Advanced Marine Engineering and Technology
• /
• 제9권4호
• /
• pp.328-338
• /
• 1985

When the low temperature service steels are used as materials for welded structure, some problems-brittleness and weld cracking, etc.-occur in welded part due to the change of mechanical and metallurgical characteristics resulted from the thermal cycle during the welding procedure. In this study, the experiments were conducted to investigate the change of mechanical and metallurgical characteristics of the welded part for the low temperature and high pressure service steels. Moreover, the Static and Dynamic Implant Test Method was introduced to this study in order to find out the mechnism of weld cracking. In addition, the fracture toughnesses of welded bond were inspected under the various low temperature environments. Main results obtained are as follows; 1) The effect of the hydrogen on the fatigue characteristics of the weld bond can be estimated by the new self-contrived Dynamic Implant Test equipment. 2) The fine micro-structure and low hardness in the heat affected zone can be obtained by the small heat input multi-pass welding. 3) The susceptibility of the delayed cracking is largely affected by the condition of used electrode. 4) The transition temperature of the fracture surface in weld bond appears to be higher 20 .deg. C than that in base metal.

• Structural Engineering and Mechanics
• /
• 제37권1호
• /
• pp.111-129
• /
• 2011

This paper presents a nonlinear analysis of reinforced concrete column with lap splice confined by FRP wrapping in the critical hinging zone. The steel stress-slip model derived from the tri-uniform bond stress model presented in the companion paper is included in the nonlinear frame analysis to simulate the response of reinforced concrete columns subjected to cyclic displacement reversals. The nonlinear modeling is based on a fiber discretization of an RC column section. Each fiber is modeled as either nonlinear concrete or steel spring, whose load-deformation characteristics are calculated from the section of fiber and material properties. The steel spring that models the reinforcing bars consists of three sub-springs, i.e., steel bar sub-spring, lap splice spring, and anchorage bond-slip spring connected in series from top to bottom. By combining the steel stress versus slip of the lap splice, the stress-deformation of steel bar and the steel stress-slip of bars anchored into the footing, the nonlinear steel spring model is derived. The analytical responses are found to be close to experimental ones. The analysis without lap splice springs included may result in an erroneous overestimation in the strength and ductility of columns.

• 한국안전학회지
• /
• 제15권3호
• /
• pp.102-107
• /
• 2000

The extensive use of pretensioned prestressed concrete in the modem construction industry, together with wider application of pretensioned components for structural purposes requires some important consideration on the adequate transfer of prestress force into the concrete, especially around the end zones of pretensioned member. The main objective of this paper is to study the effects of various important parameters on the bond characteristics of prestressing strand around the end zone of high strength pretensioned concrete members. To this end, a comprehensive experimental program has been set up. The principal test variables considered were strand diameter, concrete strength, concrete cover size. The present study provides valuable test data for the realistic and accurate determination of transfer length, which can be efficiently used for improving the design equation of transfer length in pretensioned prestressed concrete members.

• 한국지반공학회논문집
• /
• 제27권11호
• /
• pp.71-81
• /
• 2011

동착강도는 동토지반 말뚝기초 설계시 지지력을 결정하는 주요 설계정수이다. 동착강도는 동결온도, 구속응력, 말뚝표면 특성, 토사종류 등 다양한 인자들에 의해 동시다발적인 영향을 받는 것으로 보고되고 있다. 하지만 동착강도에 대한 연구는 소수의 인자들만 반영할 수 있는 실험연구를 중심으로 수행되어온 경향이 있으며, 설계정수로서 동착강도를 산정하기 위한 방법들은 동결온도, 말뚝재료 등의 주요 인자들만을 고려할 수 있는 한계가 있어 왔다. 본 연구는 인공신경망 이론을 동착강도 산정에 활용함으로서 다양한 영향인자 조건에서 동착강도를 예측할 수 있는 방안을 모색하기 위한 목적으로 수행되었다. 인공신경망 학습을 위하여 총 5종류의 연구사례로부터 137개의 자료를 수집하였으며, 그 중 100개를 학습자료로, 37개를 실증자료로 구분하였다. 연구결과 단계적 인공신경망 학습을 통하여 동착강도 산정 시 다양한 영향인지를 다차원적으로 고려하여 예측하는 방법이 병행되어야 할 필요성을 확인하였으며, 5개 영향인자를 동시에 고려하여 동착강도를 예측할 수 있는 신뢰성 높은 학습결과를 도출 및 검증하였다. 또한, 매개변수 연구결과 동착강도는 동결온도와 말뚝재료의 변화에 가장 민감하게 반응하는 것으로 나타났고 수직응력에 의한 영향은 일부 온도구간에서만 뚜렷하게 나타나며 토사종류와 재하속도의 변화에 따라 동착강도가 증가하는 경향이 변화하는 특성을 나타내었다.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
• /
• pp.327-334
• /
• 2000

The seismic performance evaluation of the existing non-seismic detailed RC piers has risen as urgent task for rational and cost-effective seismic retrofitting works as well as development of new seismic design concept. The scale model test has been conducted to investigate nonlinear behavior characteristics and the seismic performance of existing piers with lap-spliced longitudinal reinforcements in the plastic hinge zone which are of the solid circular and the hollow rectangular section. The lap splice in this zone is found to cause premature bond failure. The experimental results show very poor seismic performance of circular section pier but relatively large ductility of the rectangular one.

• 대한기계학회논문집
• /
• 제6권3호
• /
• pp.232-238
• /
• 1982

The behavior of corner crack propagation by unidirectional plane bending fatigue was investigated in the butt welded joints of SS41 and SM50 steel plates including an edge through-thickness notch. The properties of fatigue crack propagation were inspected in the weld metal, heat-affected zone, and base metal of the welded joints. Main results obtained are as follows; (1) When a plate with an edge through-thickness notch is loaded by plane bending fatigue in indirection, the 2 variant corner cracks on the upper and lower edge of the plate are initiated and propagated respectively from the notch. (2) In case of a specimen containing a corner crack, it is more reasonable to estimate the crack propagation rate by area of fracture surface than by crack surface length. (3) The rate of fatigue crack propagation becomes faster in the following order; weld metal, heat-affected zone, and base metal. (4) The specimen including reinforcement shape is rapidly failed throughout bond due to effect of its shape when the repeated load exceeds a certain cycle.

• 열처리공학회지
• /
• 제7권1호
• /
• pp.35-43
• /
• 1994

For the purpose of studying the change of mechanical properties of weld parts, shielded metal are welding, one-pole and two-pole submerged arc welding were accomplished weldability on $60kg/mm^2$ quenched and tempered high strength steel. Charpy impact values of the weld metal in welded parts by SMAW and SAW were lower than those of the heat affected zone and increased in order of bond, coarsened, refined and carbon spheroidized regions in the heat affected zone. Grain size of prior austenite or M-A constituent did not significantly affect toughness of welded parts, but precipitated carbide films which forms at the grain boundaries or within matrix and volume fraction of pearilte were most important factor for toughness.

• 동력기계공학회지
• /
• 제10권1호
• /
• pp.77-82
• /
• 2006

In this study, dissimilar friction welding were produced using 15mm diameter solid bar in chrome molybedenum steel(SCM440) to carbon steel(S45C) to investigate their mechanical properties and the relationship between the weld parameters and the nondestructive coefficients, such as AE counts and ultrasonic attenuation coefficient. The main friction welding parameters were selected to endure good quality welds on the basis of visual examination, tensile tests, Vickers hardness surveys of the bond of area and heat affected zone. The specimens were tested as-welded and post weld heat treated(PWHT). The tensile strength of the friction welded steel bars was increased up to 100％ of the S45C base metal under the condition of all heating time. The ductility of PWHT specimens is higher than as-welded.

• 분석과 대안
• /
• 제7권3호
• /
• pp.181-230
• /
• 2023

본 연구에서는 현대화폐이론(Modern Monetary Theory)의 실증적 타당성을 평가하기 위해 OECD 국가의 연간 패널자료(2000~2022년)를 이용하여 패널 공적분 분석을 수행하였다. 구체적으로 OECD 가입국을 대상으로 주권화폐(sovereign currency) 보유 여부에 따라 국가그룹을 나눈 후, 각 그룹별로 국가부채 또는 재정적자 비율과 국채이자율 간의 장기균형 관계, 즉 공적분 관계를 검정 및 추정하였다. 실증분석 결과를 정리하면 다음과 같다. 통합 평균-그룹(pooled mean-group) 추정법을 통한 패널 공적분 추정 결과, 유로존 또는 고정환율제 그룹과 같은 비주권화폐국에서는 국가부채 및 재정적자 비율이 국채이자율과 장기적으로 유의한 양(+)의 상관관계를 가지는 반면, 비유로존 또는 변동환율제 그룹과 같은 주권화폐국의 경우에는 음(-)의 상관관계를 가지거나 유의한 관계가 나타나지 않았다. 특히 비주권화폐국에서 국가부채 비율은 장기뿐만 아니라 단기적으로도 실질 국채이자율과 유의한 양(+)의 상관관계를 가지는 것으로 나타났다. 이러한 결과는 국가부채 또는 재정적자 비율과 국채이자율 간의 관계에 대한 현대화폐이론의 예측과 부합하는 것이며, 따라서 동 이론의 실증적 타당성을 지지하는 하나의 근거가 될 수 있다.