By Sooyeong Yi (auth.), Tai-hoon Kim, Carlos Ramos, Jemal Abawajy, Byeong-Ho Kang, Dominik Ślęzak, Hojjat Adeli (eds.)
This e-book contains the refereed lawsuits of the overseas meetings, MAS and ASNT 2012, held together with GST 2012 on Jeju Island, Korea, in November/December 2012.
The papers offered have been conscientiously reviewed and chosen from a variety of submissions and concentrate on many of the features of modeling and simulation, and car technological know-how and technology.
Read Online or Download Computer Applications for Modeling, Simulation, and Automobile: International Conferences, MAS and ASNT 2012, Held in Conjunction with GST 2012, Jeju Island, Korea, November 28-December 2, 2012. Proceedings PDF
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Extra info for Computer Applications for Modeling, Simulation, and Automobile: International Conferences, MAS and ASNT 2012, Held in Conjunction with GST 2012, Jeju Island, Korea, November 28-December 2, 2012. Proceedings
A parametric study is carried out to find out the effect of the level of load, the reinforcement ratio, the type of FRP bars and the shape of member section. Keywords: Fiber-Reinforced Polymer, Deflection, Effective Moment of Inertia, Concrete, Tension Stiffening. 1 Introduction Fiber reinforced polymer(FRP) bars with high strength and corrosion resistant have been used as an alternative material for concrete structure reinforced with steel bars because the corrosion of steel results in the significant degradation of structural performance and the increase of cost for rehabilitation.
2 Conclusion We assume that dramatic increases in mobile business will take place, and that user interfaces for mobile devices will become simpler and simpler, but that complexity for the mobile devices will deepen. These changes will affect the transition of semiconductor business from DRAM and Flash to SoC and memory-embedded controllers. The backend process also needs to increase performance with limited resources. In this paper, we compared methods to improve throughput using the ATE, and we modeled the BQP based on single-server queue.
As expected, all test beams were governed by concrete crushing except for beams, RGF-10-2 and RAF-10-2. The balanced failure occurred in these two beams. Fig. 2 shows comparison of the analytical load-deflection response predicted by FEA model with the corresponding experimental response for specimens with rectangular section. It is shown that the load-deflection results calculated by FEA model have conservatively good agreement with experimental results. Fig. 3 shows comparison of the analytical load-deflection response predicted by FEA model with corresponding experimental response for specimens with T-shaped section.