• Title/Summary/Keyword: Joint Energy

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Welding Characteristics of Lap-Joint Hastelloy C-276 Sheet Metal Using Nd:YAG Laser (Nd:YAG 레이저를 이용한 하스텔로이 박판의 겹치기 이음 용접 특성)

  • Kim, Chan Kyu;Jung, Yoon Gyo;Cho, Young Tae
    • Journal of the Korean Society for Precision Engineering
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    • v.32 no.8
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    • pp.681-685
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    • 2015
  • Hastelloy C-276 composed of Cr, Mo, and Ni is a versatile, corrosion-resistant alloy with numerous industrial applications including its use in nuclear reactors, general chemical plants, and as a superconducting base material. Of especial significance, it can be used as a thin-sheet type whereby lap-joint welding is occasionally necessary. The main welding problems for thin-sheet metals are deformation and burn-through from an excessive heat input. Laser welding can minimize these problems because it has a high energy density and low heat effect on the base material. In this study, the laser-welding characteristics of lap-joint Hastelloy C-276 sheet metal were determined. The criteria of the laser-welding variables were chosen using a heat-conduction analysis, and the optimal welding parameters were selected by experimenting with an Nd:YAG laser.

Improvement on Moment Resistance of a Concealed Timber Post Base Joint

  • Humbert, Jerome;Lee, Sang-Joon;Park, Joo-Saeng;Park, Moon-Jae
    • Journal of the Korea Furniture Society
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    • v.24 no.4
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    • pp.444-451
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    • 2013
  • In this paper, experimental results were presented on the moment resistance of a concealed timber post base joint aimed at replacing in a modern design introduced lately the wood to wood joints used in the traditional Korean timber house - Hanok. Preliminary results showed that the original configuration of the joint offers a limited moment resistance and a low ductility and energy dissipation. In an attempt to mitigate those limitations without undergoing major changes in the connector, three new configurations were proposed and investigated. Motivated by the wish to prevent the early failure in welds, a first approach consists in directly bolting the connector's upper plate to lower the stress on the weak welds. Alternatively, another approach focused on increasing the strength of these welds by extending their length to the full width of the metal wings. Finally, a third configuration investigated the effect of those two approaches combined. In conclusion, reinforcing the welds found out to be the best option among the presented ones. As a result, this connector considered to show proper ability for use in earthquake-resistant structures with suited lateral-resistant structural elements.

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Seismic performance of RC frames retrofitted with haunch technique

  • Akbar, Junaid;Ahmad, Naveed;Alam, Bashir;Ashraf, Muhammad
    • Structural Engineering and Mechanics
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    • v.67 no.1
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    • pp.1-8
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    • 2018
  • Shake table tests performed on five 1:3 reduced scale two story RC moment resisting frames having construction defects, have shown severe joint damageability in deficient RC frames, resulting in joint panels' cover spalling and core concrete crushing. Haunch retrofitting technique was adopted herein to upgrade the seismic resistance of the deficient RC frames. Additional four deficient RC frames were built and retrofitted with steel haunch; both axially stiffer and deformable with energy dissipation, fixed to the beam-column connections to reduce shear demand on joint panels. The as-built and retrofitted frames' seismic response parameters are calculated and compared to evaluate the viability of haunch retrofitting technique. The haunch retrofitting technique increased the lateral stiffness and strength of the structure, resulting in the increase of structure's overstrength. The retrofitting increased response modification factor R by 60% to 100%. Further, the input excitation PGA was correlated with the lateral roof displacement to derive structure response curve that have shown significant resistance of retrofitted models against input excitations. The technique can significantly enhance the seismic performance of deficient RC frames, particularly against the frequent and rare earthquake events, hence, promising for seismic risk mitigation.

Joint Mode Selection, Link Allocation and Power Control in Underlaying D2D Communication

  • Zhang, Wei;He, Wanbing;Wu, Dan;Cai, Yueming
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • v.10 no.11
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    • pp.5209-5228
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    • 2016
  • Device-to-device (D2D) communication underlaying cellular networks can bring significate benefits for improving the performance of mobile services. However, it hinges on elaborate resource sharing scheme to coordinate interference between cellular users and D2D pairs. We formulate a joint mode selection, link allocation and power control optimization problem for D2D communication sharing uplink resources in a multi-user cellular network and consider the efficiency and the fairness simultaneously. Due to the non-convex difficulty, we propose a three-step scheme: firstly, we conduct mode selection for D2D pairs based on a minimum distance metric after an admission control and obtain some cellular candidates for them. And then, a cellular candidate will be paired to each D2D pair based on fairness. Finally, we use Lagrangian Algorithm to formulate a joint power control strategy for D2D pairs and their reused cellular users and a closed-form of solution is derived. Simulation results demonstrate that our proposed algorithms converge in a short time. Moreover, both the sum rate of D2D pairs and the energy efficiency of cellular users are improved.

Laser Weldability of Sheet Steels for Tailored Blank Manufacturing (II) -Effect of Joint Configuration- (테일러드 블랭크용 박판 강재의 레이저 용접성 (II) -이음 형상이 용접성에 미치는 영향-)

  • 김기철;이기호;이목영
    • Journal of Welding and Joining
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    • v.16 no.2
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    • pp.100-110
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    • 1998
  • In this paper, the laser weldability of thin gage steels for automobile application is discussed. Welding was carried out with a high power carbon dioxide laser system, and the laser energy was concentrated through a plano-convex lens. Test results showed that the joint gap in the butt welding proved to be one of the critical conditions for an acceptable weld. In the case where the ratio of the gap clearance to the material thickness was slightly bigger than optimal value, the weld strength was reduced showing weld metal fracture. It was possible to obtained a weld penetration ratio of 0.91 when the vertical offset ratio was controlled to be 0.4 or smaller. Results also demonstrated that the weld strength of the lap joint was influenced by travel speed. At the travel speeds lower than 37 mm/s, the weld strength indicated higher value than that of class A recommendation strength of a resistance spot weld based on the KS code. It was clear that the complicated effect of specimen alignment should be considered so as to make a sound weld with high integrity when the laser process was applied to the long weld line.

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Effects of the Types of Coating on the Laser Brazing Characteristics of Dissimilar Joints between Mg Alloy and Steel Sheet (마그네슘합금과 철강 이종소재의 레이저 브레이징 특성에 미치는 도금층의 영향)

  • Lee, Mok-Young;Kim, Sook-Whan;Nasiri, Ali M.;Zhou, Norman Y.
    • Journal of Welding and Joining
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    • v.31 no.4
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    • pp.7-12
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    • 2013
  • The dissimilar welding between magnesium alloy and steel sheet was required in automobile industry to increase the strength of the dissimilar joints. Laser brazing is one of the good joining processes for Mgsteel dissimilar joint. In this study, the effect of coating materials was evaluated on the laser brazing for the dissimilar joint between AZ31 and coated steels such as Zn, Sn and Ni. Diode direct laser was used to braze the lap-edge joint with Mg600 filler wire and Superior #21 flux. The wettability was best on Zn coated steel. The interlayer was formed at the interface between brazement and steel for all coating materials. The strengths of brazed specimen were 146.5N/mm, 204.6N/mm and 101.6N/mm for Zn, Sn and Ni coated steel respectively.

Evaluation of Suitable Application of ultra high-strength Concrete to V.H Separated Placement (VH분리타설 공법의 초고강도 콘크리트 적용성 평가)

  • Kim, Hak-Young;Ki, Jun-Do;Park, Hyun;Lim, Byung Chun;Lee, Young Do;Jung, Sang Jin
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2009.11a
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    • pp.23-26
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    • 2009
  • Despite vigorous studies on ultra high-strength concrete in Korea, it still faces many challenges in application to on-site construction methods. This study intends to evaluate the applicability of the VH separated-pouring method which is currently used and was designed to pour ultra high-strength concrete with a design strength of 60, 100N/㎟ separately to girder and beam. When it comes to VH separated-pouring, there is a difference in the required design strength between a girder and a beam, which tends to be larger for ultra high-strength concrete. The tensile strength and cold joint at the joint end have not been commonly evaluated and thus the inevitably of its use is dependent on a structural analysis of the structural stress of reinforcement. In the study, potential problems with respect to the building material which might occur during the pouring of ultra high-strength concrete was evaluated and issues on joint surface performance, the hydration energy contained in the members, and the effects of contraction in concrete were considered as the key elements for study.

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The effects of stirrups and the extents of regions used SFRC in exterior beam-column joints

  • Gencoglu, Mustafa
    • Structural Engineering and Mechanics
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    • v.27 no.2
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    • pp.223-241
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    • 2007
  • Seven full-scale exterior beam-column joints were produced and tested under reversible cyclic loads to determine. Two of these seven specimens were produced using ordinary reinforced concrete (RC). Steel Fiber Reinforced Concrete (SFRC) was placed in three different regions of the beams of the rest five specimens to determine the extent of the region where SFRC is the most effective. The extent of the region of SFRC was kept constant at the columns of all five specimens. Three of these five specimens which had one stirrup in the joint, were tested to evaluate the effect of the stirrup on the behavior of the beam-column joint together with SFRC. In production of the specimens with SFRC, all special requirements of the Turkish Earthquake Code related to the spacing of hoops were disregarded. Previous researches reported in the literature indicate that the fiber type, the volume content, and the aspect ratio of steel fibers affect the behavior of beam-column joints produced with SFRC. The results of the present investigation show that the behavior of exterior beam-column joints depends on the extent of the region where SFRC is used and the usage of stirrup in the joint, in addition to the parameters listed in the literature.

Cyclic loading test of abnormal joints in SRC frame-bent main building structure

  • Wang, Bo;Cao, Guorong;Yang, Ke;Dai, Huijuan;Qin, Chaogang
    • Earthquakes and Structures
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    • v.20 no.4
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    • pp.417-430
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    • 2021
  • Due to functional requirements, SRC column-RC beam abnormal joints with characteristics of strong beam weak column, variable column section, unequal beam height and staggered height exist in the Steel reinforced concrete (SRC) frame-bent main building structure of thermal power plant (TPP). This paper presents the experimental results of these abnormal joints through cyclic loading tests on five specimens with scaling factor of 1/5. The staggered height and whether adding H-shaped steel in beam or not were changing parameters of specimens. The failure patterns, bearing capacity, energy dissipation and ductile performance were analyzed. In addition, the stress mechanism of the abnormal joint was discussed based on the diagonal strut model. The research results showed that the abnormal exterior joints occurred shear failure and column end hinge flexural failure; reducing beam height through adding H-shaped steel in the beam of abnormal exterior joint could improve the crack resistance and ductility; the abnormal interior joints with different staggered heights occurred column ends flexural failure; the joint with larger staggered height had the higher bearing capacity and stiffness, but lower ductility. The concrete compression strut mechanism is still applicable to the abnormal joints in TPP, but it is affected by the abnormal characteristics.

South Korea's Role for the joint economic prosperity of South and North Korea

  • KANG, Jang-Oh
    • East Asian Journal of Business Economics (EAJBE)
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    • v.10 no.1
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    • pp.11-21
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    • 2022
  • Purpose - Beginning from the formation of the two governments, South and North Korea in 1948, North Korean collective economy as per trade in exchange strategies with right of way employed on heavy and chemical companies, against the external concerned with South Korean selling economy. This study aims to provide solutions for the joint economic prosperity of South and North Korea in the future. Research design, Data, and methodology - This study adopted a qualitative content analysis research method. This research method focuses on themes and concepts that are present in previous literature. This method seeks to derive relationships and meanings by analyzing themes and concepts within existing data. Result - According to qualitative textual analysis, the findings indicate that there are total seven solutions to lead the joint economic prosperity of South and North Korea (Technology Innovation, Energy and Construction, Construction companies and the Gulf market; Oppression via negotiation, Sports and Culture, Agenda-setting and Framing; Competition System). Conclusion - The Korean Government's association strategies outlines tackled in this study are uniform to each other because they are phased, peaceful, regular, and well-designed. But there were situations in which diminutive tenure North Korea approaches was enlisted beyond medium-to-lasting-period union strategies. North Korea should allow a free market whereby its citizens can freely trade among themselves and other people from South Korea.