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Forming mechanism of three-dimensional integral fin based on flat surface
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作者 向建化 段吉安 +3 位作者 周海波 张春良 刘贵云 周超 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第5期1660-1666,共7页
To improve heat-transfer performance, a novel integral three-dimensional fin-structure on the plat surface was presented to increase the evaporation efficiency. The three-dimensional fin-structure is composed of a spi... To improve heat-transfer performance, a novel integral three-dimensional fin-structure on the plat surface was presented to increase the evaporation efficiency. The three-dimensional fin-structure is composed of a spiral micro-groove and multi radial micro-grooves. Both ploughing-extrusion(P-E) and stamping were used to form the integral-fins with a connection between radial and circumferential directions. Based on the SEM results, the relationships among P-E speed v P-E, rotational speed np and feed fp, and among interference length Li, stamping feed angle θc and stamping depth ac were analyzed. The effects of processing parameters on the groove morphology and the matching relationship between parameters were also discussed. The integral finned surface with micro-grooves and cracks can be obtained under such processing conditions: P-E depth ap=0.3 mm, ac=0.3 mm, the interval of helical groove dp=1.24 mm, θc=2° and np=50 r/min. 展开更多
关键词 three-dimensional integral fin ploughing-extrusion STAMPING micro groove enhanced boiling
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基于链式的信号转移冗余TSV方案
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作者 王伟 张欢 +3 位作者 方芳 陈田 刘军 汪秀敏 《计算机工程与应用》 CSCD 2014年第17期34-39,154,共7页
三维集成电路(3D IC)带来了诸多的益处,譬如高带宽,低功耗,外形尺寸小。基于硅通孔的三维集成得到了行业的广泛采用。然而,硅通孔的制造过程引入了新的缺陷机制。一个失效的硅通孔会使整个芯片失效,会极大地增加成本。增加冗余硅通孔修... 三维集成电路(3D IC)带来了诸多的益处,譬如高带宽,低功耗,外形尺寸小。基于硅通孔的三维集成得到了行业的广泛采用。然而,硅通孔的制造过程引入了新的缺陷机制。一个失效的硅通孔会使整个芯片失效,会极大地增加成本。增加冗余硅通孔修复失效硅通孔可能是最有效的提高良率的方法,但是却带来了面积成本。提出了一种基于链式的信号转移冗余方案,输入端从下一分组选择信号硅通孔传输信号。在基于概率模型下,提出的冗余结构良率可以达到99%,同时可以减少冗余TSV的数目。 展开更多
关键词 三维集成电路 硅通孔 容错 three-dimensional integrated Circuits(3D IC)
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Limit equilibrium method for slope stability based on assumed stress on slip surface 被引量:2
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作者 邓东平 赵炼恒 李亮 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第11期2972-2983,共12页
In the limit equilibrium framework, two- and three-dimensional slope stabilities can be solved according to the overall force and moment equilibrium conditions of a sliding body. In this work, based on Mohr-Coulomb(M-... In the limit equilibrium framework, two- and three-dimensional slope stabilities can be solved according to the overall force and moment equilibrium conditions of a sliding body. In this work, based on Mohr-Coulomb(M-C) strength criterion and the initial normal stress without considering the inter-slice(or inter-column) forces, the normal and shear stresses on the slip surface are assumed using some dimensionless variables, and these variables have the same numbers with the force and moment equilibrium equations of a sliding body to establish easily the linear equation groups for solving them. After these variables are determined, the normal stresses, shear stresses, and slope safety factor are also obtained using the stresses assumptions and M-C strength criterion. In the case of a three-dimensional slope stability analysis, three calculation methods, namely, a non-strict method, quasi-strict method, and strict method, can be obtained by satisfying different force and moment equilibrium conditions. Results of the comparison in the classic two- and three-dimensional slope examples show that the slope safety factors calculated using the current method and the other limit equilibrium methods are approximately equal to each other, indicating the feasibility of the current method; further, the following conclusions are obtained: 1) The current method better amends the initial normal and shear stresses acting on the slip surface, and has the identical results with using simplified Bishop method, Spencer method, and Morgenstern-Price(M-P) method; however, the stress curve of the current method is smoother than that obtained using the three abovementioned methods. 2) The current method is suitable for analyzing the two- and three-dimensional slope stability. 3) In the three-dimensional asymmetric sliding body, the non-strict method yields safer solutions, and the results of the quasi-strict method are relatively reasonable and close to those of the strict method, indicating that the quasi-strict method can be used to obtain a reliable slope safety factor. 展开更多
关键词 two-dimensional slope three-dimensional slope limit equilibrium analysis normal stress shear stress safety factor
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