• Journal of the Microelectronics and Packaging Society
• /
• v.27 no.3
• /
• pp.55-60
• /
• 2020

The recent semiconductor packaging technology is evolving into a high-performance system-in-packaging (SIP) structure, and copper-to-copper bonding process becomes an important core technology to realize SIP. Copper-to-copper bonding process faces challenges such as copper oxidation and high temperature and high pressure process conditions. In this study, the bonding interface quality of low-temperature copper-to-copper bonding using a two-step plasma treatment was investigated through quantitative bonding strength measurements. Our two-step plasma treatment formed copper nitride layer on copper surface which enables low-temperature copper bonding. The bonding strength was evaluated by the four-point bending test method and the shear test method, and the average bonding shear strength was 30.40 MPa, showing that the copper-to-copper bonding process using a two-step plasma process had excellent bonding strength.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.15 no.5
• /
• pp.1538-1550
• /
• 1991

본 연구에서는 접합된 두 층이 유한한 두께를 가지고, 또한 균열은 임의의 각 도로 기울어져 있는 경우의 문제를 해석하여 층의 두께 등이 응력강도계수에 미치는 영향을 살펴보았다.

• Proceedings of the Korea Concrete Institute Conference
• /
• 1994.04a
• /
• pp.42-46
• /
• 1994

본 연구에서는 프리캐스트 PC 세그멘탈 교량 접합부의 전단거동을 파악하기 위하여 전단키 접합부의 전단거동과 전단강도 특성을 실험적으로 연구하였다. 본 연구를 통하여 접합부 형상에 따른 하중-변위 관계, 균열거동, 파괴모드, 전단강도 등을 규명하고, 접합부의 역학적 거동에 영향을 미치는 여러인자들에 대해 분석한다. 또한 이로부터 최적의 접합부 형상을 도출하고, 이에 따른 최적의 접합방식을 검토함으로써 접합부 설계의 지침과 해석의 근거를 제시한다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.18 no.6
• /
• pp.72-81
• /
• 2014

This paper reports the test results of reinforced concrete exterior beam-column joints with high-strength concrete. The main parameters of eight specimens were joint failure modes, the compressive strength of concrete, and the head shapes of steel bars. All specimens were designed according to ACI 352R-02 design recommendations. Two types of failure modes were considered; J-failure and BJ-failure. The longitudinal steel bars were anchored by 90 degree standard hooks or headed reinforcement. Experimental results indicated that the current ACI design recommendation limited by the compressive strength of concrete somewhat underestimated the strength of beam-column joints with high-strength concrete. In the specimens showed joint shear failure, the strength of beam-column joints with headed bars was approximately 10 percent higher than that of joints with 90 degree standard hooks.

• Journal of the Microelectronics and Packaging Society
• /
• v.3 no.2
• /
• pp.39-50
• /
• 1996

본 연구에선 주어진 조성의 알루미나 green sheet에 대하여 텅스텐의 입경 및 산화 물의 조성을 변화시키므로써 수축률을 제어하여 camber를최소화하여 결합강도를 최대로 하 는 텅스텐 페스트조성을 찾아내는 것을 목적으로 하였다. 본 실험에서 사용한 텅스텐 분말 의 입경은 0.35$\mu$m, 0.6$\mu$m, 0.72$\mu$m, $1.5\mu$m, 1.9$\mu$m, 3.2$\mu$m이며 frit는 Al2O3, MgO, SiO2 와 Al2O3, CaO, SiO2를 사용하여 각각의 조성에 따라 함량을 변화시키며 실험하였다. 소성 은 154$0^{\circ}C$로 습윤 수소분위기에서 시행하였으며 사용된 알루미나 green sheet의 알루미나 중심 입경은 2.8$\mu$m이었다. 분석은 주사전자 현미경으로 미세구조를 관찰하였고 EPMA Line Profile로 원소 분석을 하였으며 잔류응력을 측정하기 위하여 XRD분석을 하였다. Frit 을 함유하지 않은 경우 텅스텐 분말의 입경이 1.9$\mu$mdlfEo 최대 접합 강도를 나타내었다. Frit을 함유한 경우 Mgo계 frit조성에서는 MgO/Al2O3/SiO3=1/1/1일 때 CaO계 frot 조성에 서는 CaO/Al2O3/SiO2=1/2/1일 때 최대 접합 강도를 나타내었다. Frit 함량을 변화시킨 경우 MgO계는 10wt%함유하였을 때 CaO 계는 5wt%함유하였을 때 최대 접합강도를 나타내었 다. Frit 함량을 변화시킨 경우 MgO계는 10wt%함유하였을 때, CaOr계는 5wt%함유하였을 때 최대 접합강도를 나타내었다.

• Journal of Korean Society of Steel Construction
• /
• v.19 no.2
• /
• pp.201-210
• /
• 2007

Double-angle connections should be designed with enough stiffness and strength to properly resist various applied loads. Therefore, structural engineers should be able to predict some influential variables and take their effects into account in design. This study was performed to establish the effects of the number of bolts and bolt gage distance on the stiffness and strength of a double-angle connection under tension. Six experimental tests were conducted to describe the effects of these variables by comparing load-displacement relationship curves. In addition, two prediction models were proposed to estimate the initial stiffness and the maximum allowable tensile load based on the results of experimental tests. In the development of these prediction models, the effect of prying action was considered.

• Transactions of the Korean Society of Mechanical Engineers A
• /
• v.41 no.10
• /
• pp.983-989
• /
• 2017

This paper presents the bearing strength for laminates in advanced composite materials in bolted joints. Bolted single lap joint tests were experimentally investigated with respect to stabilized and unstabilized lap joints. Stabilized bolted single lap joints refer to joints with out-of-plane rotational constraints. Unstabilized bolted single lap joints refer to joints with absence of out-of-plane deflection constraints. The bearing strength values of laminates in the bolted joint showed that the percentages of ply angle for 0, 45, -45, and 90 degrees were not affected. The bearing strength value in the unstabilized bolted joint was smaller than the bearing strength value in the stabilized bolted joint because of the influence of the out-of-plane behavior. The composite material studied in this paper is a carbon/epoxy unidirectional (UD) tape prepreg cured at $177^{\circ}C(350^{\circ}F)$. In the laminate reference system, the standard angles of 0, 45, -45, and 90 degrees were used for ply orientation within the laminate. A total of 112 bolted single lap joint tests were conducted on specimens from eight distinct laminates. The ASTM-D-5961M standards were adhered to for the stabilized and unstabilized bolted single lap joint tests.

• Journal of the Korea Concrete Institute
• /
• v.16 no.2 s.80
• /
• pp.229-240
• /
• 2004

Many experiments have been performed to investigate eccentric shear strength and unbalanced moment-carrying capacity of flat plate-column connections under combined gravity and lateral load. However, each existing experiment used different test setup, and the shear strength of the connection was different depending on the test setup. Current design methods which were based on the experimental results might not accurately explain the shear strength of the flat plate. In a companion study, based on results of nonlinear finite element analyses, an alternative design method for the plate-column connection was developed. However, in this method, eccentric shear strength of the connection which was required for assessing unbalanced moment-carrying capacity was evaluated by an empirical formula. In the present study, a theoratical approach using Rankine's failure criterion was attemped to investigate failure mechanism of the eccentric shear. Based on the results, an improved strength model of the eccentric shear was developed, and it was verified by comparison with the existing experimental results. By means of the strength model, the design method developed in the companion study was re-verified.

• Journal of the Korea Concrete Institute
• /
• v.17 no.4 s.88
• /
• pp.535-542
• /
• 2005

Two series of experiments on the performance of beam-column joints in High-Strength Reinforced concrete frames were carried out. Main experimental parameters were : concrete strength, column axial load and amount of joint hoop reinforcement. Test result showed that the ultimate shear strength of exterior joints increased of column axial compressive force and the amount of the joint hoop reinforcements. Through the regression analysis on the 24data, the following equation is obtained $jv_u=(2.935{\times}10-3\;{\rho}jw{\cdot}fy\;+\;0.365){\sqrt{f_{ck}}}$

• Journal of the Korean Society of Propulsion Engineers
• /
• v.7 no.4
• /
• pp.73-79
• /
• 2003

The tensile strength test and the analysis for the section of brazing were performed in the cases of materials used for combustion chamber of regeneratively cooled liquid rocket engine. BNi-2 and BNi-7 based on nickel were used for brazing as filler metal. The properties of material and filler metal were analyzed by tensile strength test and metal microscope for 12 specimens. The tensile-strength of brazing for chrome-copper alloy and other kinds of alloy was higher than that of chrome-zirconium-copper alloy and other kinds of alloy The tensile strength in the case of BNi-2 as filler metal was higher than that of BNi-7 because the wetting property of BNi-2 was better than that of BNi-7.