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水泥土搅拌桩均匀性的蒙特卡罗-有限元分析 被引量:2
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作者 蹇元平 李光宇 +2 位作者 刘智 徐志伟 赵冰 《交通科学与工程》 2017年第1期6-11,共6页
建立了江北高速公路水泥土搅拌桩成桩工艺性试验的有限元模型。在桩体弹性模量均值不变的情况下,令桩体的弹塑性参数(弹性模量和黏聚力)沿桩身纵向随机分布,采用水泥土搅拌桩成桩过程的蒙特卡罗-有限元法,分析了水泥土搅拌桩的桩体纵向... 建立了江北高速公路水泥土搅拌桩成桩工艺性试验的有限元模型。在桩体弹性模量均值不变的情况下,令桩体的弹塑性参数(弹性模量和黏聚力)沿桩身纵向随机分布,采用水泥土搅拌桩成桩过程的蒙特卡罗-有限元法,分析了水泥土搅拌桩的桩体纵向均匀性对单桩承载力的影响。研究结果表明:随着桩身不均匀程度的增加,单桩承载力降低的概率也随之增加。桩尖强度是水泥土搅拌桩单桩承载力的主要影响因素之一。桩尖的弹性模量均值大于全桩弹性模量均值时,单桩承载力特征值偏大;桩尖弹性模量均值小于全桩弹性模量均值时,单桩承载力特征值偏小。 展开更多
关键词 水泥土搅拌桩 数值模拟 单桩承载力 桩身均匀性 蒙特卡罗-有限元
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Study on High Order Perturbation-based Nonlinear Stochastic Finite Element Method for Dynamic Problems 被引量:1
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作者 王庆 姚竞争 《Journal of Marine Science and Application》 2010年第4期386-392,共7页
Several algorithms were proposed relating to the development of a framework of the perturbation-based stochastic finite element method (PSFEM) for large variation nonlinear dynamic problems. For this purpose, algorith... Several algorithms were proposed relating to the development of a framework of the perturbation-based stochastic finite element method (PSFEM) for large variation nonlinear dynamic problems. For this purpose, algorithms and a framework related to SFEM based on the stochastic virtual work principle were studied. To prove the validity and practicality of the algorithms and framework, numerical examples for nonlinear dynamic problems with large variations were calculated and compared with the Monte-Carlo Simulation method. This comparison shows that the proposed approaches are accurate and effective for the nonlinear dynamic analysis of structures with random parameters. 展开更多
关键词 HIGH-ORDER stochastic variational principle nonlinear SFEM perturbation technique
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可靠度理论在确定隧道衬砌合理参数中的应用 被引量:9
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作者 边亦海 黄宏伟 高军 《地下空间与工程学报》 CSCD 2005年第1期129-132,共4页
以铁路隧道衬砌标准设计图中Ⅰ~Ⅲ级标准围岩衬砌断面的聚丙烯纤维网湿式喷射混凝土衬砌为分析对象,根据可靠度理论的基本原则和方法,对单线铁路隧道Ⅰ~Ⅲ级围岩条件下的聚丙稀纤维网湿喷混凝土隧道衬砌结构进行了可靠度分析.在分析... 以铁路隧道衬砌标准设计图中Ⅰ~Ⅲ级标准围岩衬砌断面的聚丙烯纤维网湿式喷射混凝土衬砌为分析对象,根据可靠度理论的基本原则和方法,对单线铁路隧道Ⅰ~Ⅲ级围岩条件下的聚丙稀纤维网湿喷混凝土隧道衬砌结构进行了可靠度分析.在分析中采用蒙特卡罗有限元方法,按现行<铁路隧道设计规范>所采用的'荷载-结构'模式,还根据规范中混凝土衬砌构件抗压破坏目标可靠指标值不小于4.2,抗拉破坏目标可靠指标值不小于2.5的要求,最后得到当围岩为Ⅰ~Ⅲ级时衬砌断面的最小厚度分别为6cm、8cm和20cm. 展开更多
关键词 可靠度理论 蒙特卡罗-有限元 聚丙烯纤维网 混凝土衬砌 隧道衬砌 支护结构
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浅埋隧道荷载破裂角统计特征 被引量:1
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作者 谷拴成 焦涛 +1 位作者 郑晓华 董伟 《土工基础》 2006年第5期44-46,共3页
应用蒙特卡罗-有限元法模拟和计算浅埋隧道荷载破裂角,视围岩弹模、粘聚力、密度等参数为随机变量,根据各参数的分布函数进行随机抽样。用有限元ANSYS对每组抽样值进行模拟计算,并对破裂角计算结果进行统计分析,最后与物理模型试验结果... 应用蒙特卡罗-有限元法模拟和计算浅埋隧道荷载破裂角,视围岩弹模、粘聚力、密度等参数为随机变量,根据各参数的分布函数进行随机抽样。用有限元ANSYS对每组抽样值进行模拟计算,并对破裂角计算结果进行统计分析,最后与物理模型试验结果进行对比。 展开更多
关键词 蒙特卡罗-有限元 浅埋隧道 破裂角 随机变量 模拟
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Structure reliability analysis based on supercavity vehicle steady motion
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作者 田广平 安伟光 周凌 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2009年第2期251-254,共4页
Taking the steady motion status as a starting point,according to the modeling of actual state of theoretical analysis,a predigested model of supercavity vehicle was established,and relationship expressions of these an... Taking the steady motion status as a starting point,according to the modeling of actual state of theoretical analysis,a predigested model of supercavity vehicle was established,and relationship expressions of these angles were obtained when the movement of supercavity vehicle was stable.A theoretical analysis on the stability of underwater high-speed movement in the movement simulation program was conducted and the simulation results were given.Then the force status of the supercavity vehicle was elicited from the results.The finite element analysis was carried out based on the stability at all angles obtained from simulation results.Taking a pilot model as example,the Monte Carlo method was adopting to analyze the reliability with the given state of force and displacement.The result indicates that this method is feasible. 展开更多
关键词 supercavity vehicle stabilization analysis structure reliability analysis finite element Monte Carlo method
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Numerical simulation of bistatic scattering from fractal rough surface in the finite element method 被引量:2
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作者 李中新 金亚秋 《Science China(Technological Sciences)》 SCIE EI CAS 2001年第1期12-18,共7页
By using the Monte Carlo method and numerical finite elementapproach, bistatic scattering from the fractal and Gaussian rough surfaces is studied. The difference between these two surfaces and their functional depende... By using the Monte Carlo method and numerical finite elementapproach, bistatic scattering from the fractal and Gaussian rough surfaces is studied. The difference between these two surfaces and their functional dependence on the surface parameters are discussed. Angular variation of bistatic scattering from the fractal surface is very significant, even for fairly smooth surface, whilst scattering from the Gaussian rough surface tends to the specular reflection. The slope of angular variation is linearly related with the fractal dimension. If an electrically_large target is placed over the rough surface, the fractal dimension inverted from bistatic scattering would be reduced. As the surfaces become very rough, scattering from different fractal and Gaussian surfaces would be not identified. 展开更多
关键词 fractal rough surface Monte Carlo method finite element method
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