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钒氮钢中铁素体等温形核规律的试验研究 被引量:9
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作者 龚维幂 杨才福 张永权 《钢铁》 CAS CSCD 北大核心 2005年第10期63-67,共5页
采用Geeble 3500热模拟试验机,对比研究了钒氮钢、钒钢的等温相变特征。结果表明,在相变过程中,钒氮钢中铁素体形核总量和晶内铁素体形核数量都明显高于钒钢,分析认为,这与钒氮钢中V(C,N)的析出造成了铁素体形核位置的改变,同时也增加... 采用Geeble 3500热模拟试验机,对比研究了钒氮钢、钒钢的等温相变特征。结果表明,在相变过程中,钒氮钢中铁素体形核总量和晶内铁素体形核数量都明显高于钒钢,分析认为,这与钒氮钢中V(C,N)的析出造成了铁素体形核位置的改变,同时也增加了形核位置密度有关,尝试用一种新的形核方式对此进行了描述。 展开更多
关键词 形核数量 晶内铁素体 V(C N)
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Formation Mechanism of Triaxial Superdeformed Nucleus ^(160)Yb
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作者 DONG Yong-Sheng YU Shao-Ying +1 位作者 SHEN Cai-Wan LIU Yan-Xin 《Communications in Theoretical Physics》 SCIE CAS CSCD 2009年第10期671-674,共4页
By using Total Routhian Surface (TRS) method the deformation of the nucleus ^160Yb is studied. The result shows that the triaxial superdeformed state exists with deformation parameters ε2 = 0.38 and γ = 21°, ... By using Total Routhian Surface (TRS) method the deformation of the nucleus ^160Yb is studied. The result shows that the triaxial superdeformed state exists with deformation parameters ε2 = 0.38 and γ = 21°, where proton shell correction energy plays a key role, and the sum of two quasi-proton particle energies gives an additional driving effect. The rotational energy also has an additional role in the formation of triaxial superdeformed. 展开更多
关键词 triaxial superdeformation total routhian surface (TRS)
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Shape Optimization and Assessment of Wind Induced Stresses in Domes
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作者 K. S. Babu Narayan Subhash C. Yaragal Yukio Tamura 《Journal of Civil Engineering and Architecture》 2012年第7期925-927,共3页
Domes are popularly used for column free areas. They are employed as covers to reservoirs and treatment units and also as containment in nuclear reactors. Inverted domes are popular as foundations. Structures are buil... Domes are popularly used for column free areas. They are employed as covers to reservoirs and treatment units and also as containment in nuclear reactors. Inverted domes are popular as foundations. Structures are built with an intended end use for a specified utility period. The functional requirement is to serve the purpose and the structural requirement constitutes stability, strength, safety, serviceability and durability. Satisfaction of these requirements at affordable costs is the goal of structural optimization. This paper demonstrates the need and scope for optimization of domes by formulating and solving the problem by use of calculus (volume of material is the objective function being minimized using first principles of calculus). A simple but elegant method is suggested for determination of wind stresses by statics which compares very well with that obtained by rigorous method. 展开更多
关键词 DOME SHAPE wind stresses SEARCH optimization.
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