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基于ANSYS的严寒地区公路隧道二次衬砌纵向变形特性分析 被引量:1
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作者 郑一峰 张晓皖 刘凡 《甘肃科学学报》 2017年第2期90-94,共5页
严寒地区温度变化较大,隧道二次衬砌结构会发生较大的纵向变形,从而产生开裂。研究严寒地区二次衬砌纵向变形,可以对今后严寒地区公路隧道的变形设计研究和隧道的开裂养护工作提供一定的参考,具有实际的研究价值和意义。采用ANSYS数值... 严寒地区温度变化较大,隧道二次衬砌结构会发生较大的纵向变形,从而产生开裂。研究严寒地区二次衬砌纵向变形,可以对今后严寒地区公路隧道的变形设计研究和隧道的开裂养护工作提供一定的参考,具有实际的研究价值和意义。采用ANSYS数值模拟分析方法,对在严寒地区温度场中某隧道二次衬砌结构与防水材料之间接触时发生的变形特性进行了研究。研究结果表明:严寒地区隧道二次衬砌的纵向变形受温度的影响十分明显,温差越大,其变形和应力也越大,当温差为-44℃时,二次衬砌结构内产生的应力值为2.03 MPa,超过了限定的抗拉强度2.01 MPa,就会出现开裂。 展开更多
关键词 有限元 ANSYS 纵向变形特性 隧道二次衬砌 严寒地区
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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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