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RISS 인기검색어
- 검색키워드
- 저자 : Kuwamura, Hidetsugu (검색결과 4 건)
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Characterization of a simplified regenerative repeater for broadband satellite communications
Kuwamura, Hidetsugu,Ogawa, Akira,Yamazato, Takaya 통신위성우주산업연구회 2005 Joint Conference on Satellite Communications Vol.2005 No.-
This paper is concerned with performance evaluation for an experimental model of a repeater for broadband satellite communications. For the purpose of realizing a high speed and flexible internet satellite communication system, we propose a simplified configuration of satellite regenerative repeater. In this repeater, the amount of signal processing is limited so that the input signal is only AD converted and stored, but a complex function of error control is left to the earth stations. While the information data are modulated with QAM, the necessary information for the onboard routing is carried on the preamble potion placed at the top of the packet and modulated with the differential binary PSK. In this paper, measured results of the bit error rate for this simplified regenerative repeater are described
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Kim, T.S.,Kuwamura, H. Scientific and Technical Press ; Elsevier Science 2011 MATERIALS AND DESIGN Vol.32 No.7
A variety of parametric studies utilizing the finite element analysis (FEA) have been performed by Kim et al in order to predict the mechanical behavior (ultimate strength) of single shear bolted joints in cold-formed (thin-walled) stainless steel sheet. Strength equations considering the strength reduction by curling effect in bolted joint with long end distance and edge distance have been suggested. The applicability of numerical fracture analysis has been already verified through the comparisons of ultimate strength and curling occurrence between the test results conducted by Kuwamura et al. and FEA results. The precedent researches have been conducted with respect to the mechanical behaviors of single shear bolted joints fabricated with four bolts (2 columnsx2 rows bolt arrangement) and two bolts (1 columnx2 rows bolt arrangement) for extended variables such as plate thickness, end distance parallel to the direction of load and edge distance perpendicular to the direction of load. Subsequently, this study has been focused on the ultimate behaviors and the influence of curling on ultimate strength in bolted joints fabricated with one bolt. FE models are assumed with varying end distance, edge distance and plate thickness. It is found that the design manual of Stainless Steel Building Association of Japan (SSBA) is more reasonable for estimating the ultimate strengths of bolted joints with no curling compared with ultimate strengths predicted by American Society of Civil Engineers (ASCE) standard or American Iron and Steel Institute (AISI) standard (North American specification). Whereas, for fastened joints with severe local buckling or out of plane deformation(hereafter, curling) like previous results about other bolt arrangements, even SSBA manual tended to overestimate the ultimate strength of joint. Also, it has been known that the conditions of curling occurrence differ from the above stated variables. Therefore, revised strength equations considering the strength reduction by curling for one bolted joint were suggested in this paper.
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Kim, TaeSoo,Kuwamura, Hitoshi,Cho, Taejun,Shin, SungWoo,Kim, SeungHun,Lee, YongTaeg The Iron and Steel Institute of Japan 2008 ISIJ international Vol.48 No.6
<P>A finite element (FE) analysis with three-dimensional solid elements has been performed for estimating the structural behaviors of single shear bolted connections fabricated with cold-formed austenitic stainless steel by utilizing the existing test data for calibration. Failure and curling (out-of-plane deformation perpendicular to the direction of loading) criteria were proposed. Therefore, the failure mode and ultimate strength, predicted by FE analysis method, showed good agreements with those of experimental results. In this study, FE analyses for 10 test specimens fabricated with cold-formed carbon steel as well as stainless steel including failure mode of bolt shear fracture are carried out and the validity of numerical prediction for ultimate behaviors in cold-formed carbon steel bolted connections is also verified, based on the applicability of FE method for predicting the mechanical behaviors of bolted connections in cold-formed stainless steel. It is known from the coupon test results of steel materials that austenitic stainless (SUS304) steel has a higher tensile strength of material due to the effect of strength enhancements (considerable strain hardening) by means of cold-working process and much lower yield stress when compared to carbon steel. The influence of curling on the strength reduction of bolted connections is estimated quantitatively. In addition, characteristics of mechanical behaviors and the influence of curling in bolted connections between two different steel materials are compared through detailed investigation of FE analysis results.</P>
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Kim, Tae Soo,Kuwamura, Hitoshi,Cho, Taejun The Iron and Steel Institute of Japan 2008 ISIJ international Vol.48 No.5
<P>Experimental research and nonlinear finite element analysis for the structural behaviors of single shear test on bolted connections fabricated with cold-formed stainless steel have been conducted. Failure criteria for prediction of failure mode of bolted connections under static shear and out-of-plane deformation, <I>i.e.</I>, curling criteria were proposed based on experimental data for calibration of FE modeling. Failure mode and ultimate strength predicted by recommended FEA procedures with solid element showed a good correspondence with those of previous test results and the validation of FEA method was verified. The previous numerical analyses of bolted connection were carried out on geometrically perfect specimens. However, it has been known that geometric imperfection of thin-walled members must be considered in a FE model to simulate the actual shape of specimen. Therefore, in this paper, parametric studies were carried out based on the validity of numerical modeling of bolted connections in cold-formed stainless steel so that authors investigated the influence of initial geometric imperfection of connected plate on its structural behavior. Solid element and shell element with reduced integration were introduced as an element type and included two types of geometric imperfection. Consequently, FE modeling technique of cold-formed stainless steel bolted connection introducing initial imperfection to compensate the function of shell element and to induce the curling was proposed.</P>
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