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空间折线树形悬挑结构无支撑多级平衡体系施工技术研究
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作者 周磊 冯国军 +2 位作者 王俊伟 贾聪亮 石峰 《中文科技期刊数据库(全文版)工程技术》 2020年第9期176-178,共3页
对国家会展中心(天津)工程中空间折线树形悬挑结构进行了介绍,对树形结构两种施工方法进行了对比分析,确定了根据树型结构自身特点,分析出建立多级平衡体系,采用无支撑自平衡施工的最佳方案。针对现场受限空间下混凝土楼板厚度较薄和树... 对国家会展中心(天津)工程中空间折线树形悬挑结构进行了介绍,对树形结构两种施工方法进行了对比分析,确定了根据树型结构自身特点,分析出建立多级平衡体系,采用无支撑自平衡施工的最佳方案。针对现场受限空间下混凝土楼板厚度较薄和树型结构稳定性较差的情况,利用有限元软件Madis gen进行了受力分析计算,采用回顶支撑的方式和无支撑多级平衡体系对称安装的施工方案,保证了树形结构安装过程的整体稳定性。 展开更多
关键词 空间折线树形悬挑结构 无支撑多级平衡体系 应力变形模拟分析
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Effect of strain hardening and strain softening on welding distortion and residual stress of A7N01-T4 aluminum alloy by simulation analysis 被引量:8
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作者 闫德俊 刘雪松 +2 位作者 李军 杨建国 方洪渊 《Journal of Central South University》 SCIE EI CAS 2010年第4期666-673,共8页
The effect of strain hardening and strain softening behavior of flow stress changing with temperature on welding residual stress, plastic strain and welding distortion of ATN0 1-T4 aluminum alloy was studied by finite... The effect of strain hardening and strain softening behavior of flow stress changing with temperature on welding residual stress, plastic strain and welding distortion of ATN0 1-T4 aluminum alloy was studied by finite simulation method. The simulation results show that the weld seam undergoes strain hardening in the temperature range of 180-250 ℃, however, it exhibits strain softening at temperature above 250 ℃ during welding heating and cooling process. As a result, the strain hardening and strain softening effects counteract each other, introducing slightly influence on the welding residual stress, residual plastic strain and distortion. The welding longitudinal residual stress was determined by ultrasonic stress measurement method for the flat plates of A7N01-T4 aluminum alloy. The simulation results are well accordant with test ones. 展开更多
关键词 strain hardening strain softening plastic strain welding residual stress
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NUMERICAL SIMULATION OF THE STRUCTURAL STRESS FIELD OF BEIYA GOLD DEPOSIT
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作者 MA Deyun and GAO Zhenmin(Open Laboratory of Ore Deposit Geochemistry, Institute of Geochemistry, Chinese Academy of Sciences, Guiyang 550002, China Department of Earth Science, Kunming University of Scienceand Technology, Kunming 650093, China) 《Geotectonica et Metallogenia》 2003年第1期91-103,共13页
Based on the study about the geological background of Beiya Gold Deposit, numerical simulation was conducted about the three-dimensional structural stress field for Beiya Gold Deposit by applying finite element theory... Based on the study about the geological background of Beiya Gold Deposit, numerical simulation was conducted about the three-dimensional structural stress field for Beiya Gold Deposit by applying finite element theory and by employing a linear elasticity model. Results of the simulation indicate that the Beiya syncline is a faulted basin, and a hidden fracture occurs in the west wing of the syncline.Under the action of the EW-trending compressive force, four nearly NS-trending fractures (groups) were generated in the stress stretching areas of the two wings of the syncline, and these fractures constitute favorable tectonic positions for the upward intrusion of porphyry magma and the occurrence of Au-Pb-Zn polymetallic deposits. 展开更多
关键词 Beiya gold deposit structural stress field numerical simulation
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