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HIGH-ORDER RUNGE-KUTTA DISCONTINUOUS GALERKIN FINITE ELEMENT METHOD FOR 2-D RESONATOR PROBLEM 被引量:2
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作者 刘梅林 刘少斌 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2008年第3期208-213,共6页
The Runge-Kutta discontinuous Galerkin finite element method (RK-DGFEM) is introduced to solve the classical resonator problem in the time domain. DGFEM uses unstructured grid discretization in the space domain and ... The Runge-Kutta discontinuous Galerkin finite element method (RK-DGFEM) is introduced to solve the classical resonator problem in the time domain. DGFEM uses unstructured grid discretization in the space domain and it is explicit in the time domain. Consequently it is a best mixture of FEM and finite volume method (FVM). RK-DGFEM can obtain local high-order accuracy by using high-order polynomial basis. Numerical experiments of transverse magnetic (TM) wave propagation in a 2-D resonator are performed. A high-order Lagrange polynomial basis is adopted. Numerical results agree well with analytical solution. And different order Lagrange interpolation polynomial basis impacts on simulation result accuracy are discussed. Computational results indicate that the accuracy is evidently improved when the order of interpolation basis is increased. Finally, L^2 errors of different order polynomial basis in RK-DGFEM are presented. Computational results show that L^2 error declines exponentially as the order of basis increases. 展开更多
关键词 Runge-Kutta methods finite element methods resonators basis function of high-order polynomial
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High-Order Spectral Stochastic Finite Element Analysis of Stochastic Elliptical Partial Differential Equations
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作者 Guang Yih Sheu 《Applied Mathematics》 2013年第5期18-28,共11页
This study presents an experiment of improving the performance of spectral stochastic finite element method using high-order elements. This experiment is implemented through a two-dimensional spectral stochastic finit... This study presents an experiment of improving the performance of spectral stochastic finite element method using high-order elements. This experiment is implemented through a two-dimensional spectral stochastic finite element formulation of an elliptic partial differential equation having stochastic coefficients. Deriving this spectral stochastic finite element formulation couples a two-dimensional deterministic finite element formulation of an elliptic partial differential equation with generalized polynomial chaos expansions of stochastic coefficients. Further inspection of the performance of resulting spectral stochastic finite element formulation with adopting linear and quadratic (9-node or 8-node) quadrilateral elements finds that more accurate standard deviations of unknowns are surprisingly predicted using quadratic quadrilateral elements, especially under high autocorrelation function values of stochastic coefficients. In addition, creating spectral stochastic finite element results using quadratic quadrilateral elements is not unacceptably time-consuming. Therefore, this study concludes that adopting high-order elements can be a lower-cost method to improve the performance of spectral stochastic finite element method. 展开更多
关键词 SPECTRAL STOCHASTIC Finite element Method Generalized POLYNOMIAL Chaos Expansion high-order elements
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OPTIMIZATION OF AUTOBODY PANEL STAMPING PROCESS BASED ON DYNAMIC EXPLICIT FINITE ELEMENT METHOD 被引量:6
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作者 X. G. Bao D. N. He +2 位作者 D. Lu C. X. Li J. L. Cheng and J. Y. Jiang( 1) National Mold and Dies CAD Engineering Research Center, Shanghai 200030, China 2) Shanghai Volkswagen Automotive Company Ltd.(SVW), Shanghai 201805, China) 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2000年第1期387-393,共7页
Taking CPU time cost and analysis accuracy into account, dynamic explicit finite ele- ment method is adopted to optimize the forming process of autobody panels that often have large sizes and complex geometry. In this... Taking CPU time cost and analysis accuracy into account, dynamic explicit finite ele- ment method is adopted to optimize the forming process of autobody panels that often have large sizes and complex geometry. In this paper, for the sake of illustrating in detail how dynamic explicit finite element method is applied to the numerical simulation of the autobody panel forming process,an example of optimization of stamping process pain meters of an inner door panel is presented. Using dynamic explicit finite element code Ls-DYNA3D, the inner door panel has been optimized by adapting pa- rameters such as the initial blank geometry and position, blank-holder forces and the location of drawbeads, and satisfied results are obtained. 展开更多
关键词 dynamic explicit finite element method autobody panel OPTIMIZATION stamping process
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Finite element analysis of stiffness and static dent resistance of aluminum alloy double-curved panel in viscous pressure forming 被引量:10
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作者 LI Yi WANG Zhong-Jin 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2009年第S02期312-317,共6页
The static dent resistance performance of the aluminum alloy double-curved panel formed using viscous pressure forming (VPF)was studied by finite element analysis,which mainly considers the forming process conditions.... The static dent resistance performance of the aluminum alloy double-curved panel formed using viscous pressure forming (VPF)was studied by finite element analysis,which mainly considers the forming process conditions.The whole simulation consisting of three stages,i.e.,forming,spring-back and static dent resistance,was carried out continuously using the finite element code ANSYS.The influence of blank holder pressure(BHP)and the drawbead on the stiffness and the static dent resistance of the panels formed using VPF was analyzed.The results show that the adequate setting of the drawbead can increase the plastic deformation of the double-curved panel,which is beneficial to the initial stiffness and the static dent resistance.There is an optimum BHP range for the stiffness and the static dent resistance. 展开更多
关键词 aluminum alloy double-curved panel viscous pressure forming panel stiffness static dent resistance finite element analysis
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Hydroforming Process Design Using Finite Element Simulation for a Vehicle Instrument Panel Support Frame 被引量:1
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作者 樊黎霞 郑再象 辛文秀 《Defence Technology(防务技术)》 SCIE EI CAS 2006年第4期245-250,共6页
Tubular hydroforming has attracted increased attention in the vehicle industry recently. This paper covers a complete hydroforming process design for an instrum ent panel frame by finite element simulation using the e... Tubular hydroforming has attracted increased attention in the vehicle industry recently. This paper covers a complete hydroforming process design for an instrum ent panel frame by finite element simulation using the explicit code LS-DYNA. The manufacturing process for the instrument panel frame consists of tube pre-be nding and final hydroforming. To accomplish hydroforming process design successf ully, a thorough investigation of proper combination of process parameters such as internal hydraulic pressure and axial feeding is carried out by finite element simulation to predict the tube wall thickness and shape. An optimized process parameter combination is obtained and verified by the instrument panel frame hyd roforming experiment. The experiment shows that designed process parameters can be used in real production through FEA simulation, but tubular thinned amplitu de by FEA is less than that with the experiment. 展开更多
关键词 车辆仪表板支架 液压成形 工艺设计 有限元模拟
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A Sub-element Adaptive Shock Capturing Approach for Discontinuous Galerkin Methods 被引量:1
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作者 Johannes Markert Gregor Gassner Stefanie Walch 《Communications on Applied Mathematics and Computation》 2023年第2期679-721,共43页
In this paper,a new strategy for a sub-element-based shock capturing for discontinuous Galerkin(DG)approximations is presented.The idea is to interpret a DG element as a col-lection of data and construct a hierarchy o... In this paper,a new strategy for a sub-element-based shock capturing for discontinuous Galerkin(DG)approximations is presented.The idea is to interpret a DG element as a col-lection of data and construct a hierarchy of low-to-high-order discretizations on this set of data,including a first-order finite volume scheme up to the full-order DG scheme.The dif-ferent DG discretizations are then blended according to sub-element troubled cell indicators,resulting in a final discretization that adaptively blends from low to high order within a single DG element.The goal is to retain as much high-order accuracy as possible,even in simula-tions with very strong shocks,as,e.g.,presented in the Sedov test.The framework retains the locality of the standard DG scheme and is hence well suited for a combination with adaptive mesh refinement and parallel computing.The numerical tests demonstrate the sub-element adaptive behavior of the new shock capturing approach and its high accuracy. 展开更多
关键词 high-order methods Discontinuous Galerkin spectral element method Finite volume method Shock capturing ASTROPHYSICS Stellar physics
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Finite element method simulation of shotpeening wing skin panel
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作者 吴为 曾元松 +1 位作者 黄遐 李志强 《中国有色金属学会会刊:英文版》 CSCD 2005年第2期443-446,共4页
Finite element method(FEM) was used to simulate the forming process of shotpeening the wing skin panel. Experiment of shotpeeing the wing skin panel was carried out. The results show that equivalent deformation in sho... Finite element method(FEM) was used to simulate the forming process of shotpeening the wing skin panel. Experiment of shotpeeing the wing skin panel was carried out. The results show that equivalent deformation in shotpeening process can be obtained using the elongation and bending result caused by thermal stress that is induced by applying temperature load on the surface of the part. Deformation of the part in the shotpeeing process can be analyzed using this method. The parameters and their relationships are identified. 展开更多
关键词 喷丸硬化成型 边皮平行 有限元法 计算机仿真
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基于金属橡胶的轻质波纹型夹层结构静态力学性能
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作者 潘伶 许冰冰 +2 位作者 任志英 史林炜 陈毅鹏 《材料导报》 EI CAS CSCD 北大核心 2024年第4期158-163,共6页
利用金属橡胶制备一种波纹夹芯板,通过试验和有限元分别研究结构的宏观及微观力学特性,为加快计算速率,构建有限元等效模型研究不同材料参数对结构力学性能的影响,并进行试验验证。结果表明,金属橡胶波纹夹芯板受载条件下会存在两个阶段... 利用金属橡胶制备一种波纹夹芯板,通过试验和有限元分别研究结构的宏观及微观力学特性,为加快计算速率,构建有限元等效模型研究不同材料参数对结构力学性能的影响,并进行试验验证。结果表明,金属橡胶波纹夹芯板受载条件下会存在两个阶段:平台阶段与致密阶段,相较于传统波纹夹芯板,其平台阶段加长且吸能效果提高。结合试验和有限元发现导致这两个阶段的原因是,结构在受载条件下会存在极限载荷致使夹芯层屈曲变形从而使结构内部空隙减少,结构进一步受载达到致密阶段。通过两者的对比验证了研究结果的有效性,为金属橡胶波纹夹层板的未来设计和应用提供了指导。 展开更多
关键词 金属橡胶 波纹夹芯板 力学特性 有限元
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几何参数对轮缘推进器水动力性能影响的研究
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作者 王旭 胡健 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2024年第9期1648-1654,共7页
轮缘推进器是近年来发展起来的一种无轴组合式特种推进器。与传统推进器相比,轮缘推进器在水动力设计和性能分析方面存在诸多挑战,水动力性能的研究对轮缘推力器的设计和应用具有重要意义。为了研究几何参数对轮缘推力器水动力性能的影... 轮缘推进器是近年来发展起来的一种无轴组合式特种推进器。与传统推进器相比,轮缘推进器在水动力设计和性能分析方面存在诸多挑战,水动力性能的研究对轮缘推力器的设计和应用具有重要意义。为了研究几何参数对轮缘推力器水动力性能的影响,本文以7叶轮缘驱动推力器为基本模型,基于面元法原理,利用编译的面元法代码对轮缘推力器在开阔水域的工作状态进行了数值模拟。通过求解每个面元的速度场,计算了水动力性能和叶片表面压力分布。此外,本文选择了几个典型的几何特征,如螺距比和叶片数,通过进行变参数分析,比较了不同几何参数下轮缘推力器的敞水性能。结果表明:本文的相关研究对轮缘推力器的设计和开发具有参考价值。 展开更多
关键词 面元法 轮缘推进器 水动力 螺距比 侧斜角 盘面比 桨叶数 敞水性能
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团聚物与凸起结构柔性振动筛板碰撞解聚特性
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作者 牛雪梅 唐建 +1 位作者 张志宏 熊晓燕 《振动.测试与诊断》 EI CSCD 北大核心 2024年第3期530-537,620,621,共10页
为了促进潮湿细粒煤团聚物的解聚,提出将凸起结构筛板用于物料的筛分。首先,采用挤压壁面法构建了潮湿细粒团聚物模型,仿真分析了团聚物在不同筛板上的碰撞解聚过程及解聚程度;其次,通过单因素和响应面分析法研究了凸起结构参数对团聚... 为了促进潮湿细粒煤团聚物的解聚,提出将凸起结构筛板用于物料的筛分。首先,采用挤压壁面法构建了潮湿细粒团聚物模型,仿真分析了团聚物在不同筛板上的碰撞解聚过程及解聚程度;其次,通过单因素和响应面分析法研究了凸起结构参数对团聚物碰撞解聚程度的影响性能,对凸起结构参数进行了优化;最后,通过筛分试验对比了物料在普通筛板和凸起结构筛板的解聚性能。结果表明:凸起结构能提高潮湿细粒团聚物的解聚程度,其参数对团聚物的解聚性能有显著影响;平均垂直应力σyy、液桥断裂百分比DR、平均偏心距离Ad和膨胀速度Ue随凸起结构下底a、上底b的增加呈非单调变化,与高h的变化呈正比;响应面分析得到凸起结构各参数对解聚程度的影响显著性依次为h>b/a>a;通过对凸起结构参数优化,团聚物的解聚程度最高可提升13.4%。 展开更多
关键词 潮湿细粒团聚物 碰撞解聚 凸起结构筛板 离散元仿真 响应面分析
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数字治理、营商环境与国内统一大市场
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作者 李雪松 崔浩宇 谭鸠云 《工业技术经济》 北大核心 2024年第11期115-123,共9页
建设国内统一大市场对搭建稳定健康的双循环体系至关重要,而打破省际贸易壁垒,破除地方保护主义,赋能产品要素流通是建设国内统一大市场重要举措。本文分析了地方政府数字治理发展水平对营商环境的影响,进而对统一大市场建立的作用机制... 建设国内统一大市场对搭建稳定健康的双循环体系至关重要,而打破省际贸易壁垒,破除地方保护主义,赋能产品要素流通是建设国内统一大市场重要举措。本文分析了地方政府数字治理发展水平对营商环境的影响,进而对统一大市场建立的作用机制,构建指标体系衡量评价各省域数字治理发展能力和营商环境水平,并通过面板数据模型与中介效应模型进行实证分析。结果发现地方政府的数字治理水平能显著提升营商环境并降低省际贸易壁垒,促进资源要素的省际流动,实现产品要素的合理配置。因此,各地政府应当加强数字治理建设,助推政务公开透明化,实现跨部门与跨省协同办公,降低创业与贸易成本,进而降低贸易壁垒,减少资源错配,促进国内统一大市场建设。 展开更多
关键词 数字治理 营商环境 省际贸易流 国内统一大市场 面板数据模型 中介效应模型 资源要素 产品要素
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小山口水电站砂砾石面板坝三维静、动力有限元计算分析
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作者 陆云才 《云南水力发电》 2024年第2期101-106,共6页
鉴于小山口水电站为软岩基础,坝体较长,且混合坝接头部位非常复杂。为了解决该坝体面临的变形控制难、坝体抗震等级高等设计难题,结合砂砾石面板坝结构、坝壳料设计,通过构建三维有限元模型,该模型包括坝体、泥岩和沙质泥岩基础组成。... 鉴于小山口水电站为软岩基础,坝体较长,且混合坝接头部位非常复杂。为了解决该坝体面临的变形控制难、坝体抗震等级高等设计难题,结合砂砾石面板坝结构、坝壳料设计,通过构建三维有限元模型,该模型包括坝体、泥岩和沙质泥岩基础组成。在静力本构分析中,采用了非线性邓肯E-B模型,而在动力本构分析中,则使用了等效线性粘弹性模型。通过这个模型,对坝体的应力和变形进行了全面系统的研究和分析,同时对坝体的抗震性能和抗震稳定性进行了验证。结果表明,在各种工况下坝体所表现出的变形规律合理。同时在混凝土面板最大拉应力和压应力都符合所采用混凝土材料的允许应力要求,坝体的抗震性能和抗震稳定性满足规范要求。 展开更多
关键词 小山口水电站 砂砾石面板坝 静、动力有限元分析 应力应变
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基于逆有限元法的三维壁板结构变形场重构 被引量:1
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作者 胡明月 吴邵庆 董萼良 《工程力学》 EI CSCD 北大核心 2024年第6期235-245,共11页
过约束状态下的结构内部转角不连续,会导致结构变形场难以准确重构。该文以飞行器进气道典型三维壁板结构为对象,开展超静定状态下结构变形场重构方法研究。将子区域划分与逆有限元法相结合,实现了基于实测应变数据的超静定结构全场变... 过约束状态下的结构内部转角不连续,会导致结构变形场难以准确重构。该文以飞行器进气道典型三维壁板结构为对象,开展超静定状态下结构变形场重构方法研究。将子区域划分与逆有限元法相结合,实现了基于实测应变数据的超静定结构全场变形重构。对静载工况下三维壁板结构开展变形场重构数值仿真研究,验证算法的可行性和重构精度;进一步开展了试验研究,实现了变载荷工况下基于实测应变的三维壁板结构全场变形重构,并利用实测位移数据验证重构变形场的精度。试验结果表明:位移测点处的重构位移值与实测位移值的相对误差在10%左右,结合子区域划分和逆有限元法的变形重构算法可以准确重构出过约束工况下三维壁板结构的全场变形。 展开更多
关键词 工程力学 全场变形重构 逆有限元法 三维壁板结构 子区域划分
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Sheet Metal Forming Simulation and Its Application in Stamping Process of Automobile Panels 被引量:4
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作者 张扬 张连洪 +1 位作者 李双义 王洪志 《Transactions of Tianjin University》 EI CAS 2002年第4期269-272,共4页
The paper starts with a brief overview to the necessity of sheet metal forming simulation and the complexity of automobile panel forming, then leads to finite element analysis (FEA) which is a powerful simulation too... The paper starts with a brief overview to the necessity of sheet metal forming simulation and the complexity of automobile panel forming, then leads to finite element analysis (FEA) which is a powerful simulation tool for analyzing complex three-dimensional sheet metal forming problems. The theory and features of the dynamic explicit finite element methods are introduced and the available various commercial finite element method codes used for sheet metal forming simulation in the world are discussed,and the civil and international status quo of automobile panel simulation as well. The front door outer panel of one certain new automobile is regarded as one example that the dynamic explicit FEM code Dynaform is used for the simulation of the front door outer panel forming process. Process defects such as ruptures are predicted. The improving methods can be given according to the simulation results. Foreground of sheet metal forming simulation is outlined. 展开更多
关键词 finite element analysis dynamic explicit methods sheet metal forming finite element method codes automobile panel computer simulation APPLICATION
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预制混凝土夹心保温墙体GFRP连接件抗剪性能研究 被引量:2
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作者 曲秀姝 李中杰 孙岩波 《北京建筑大学学报》 2024年第3期94-101,共8页
纤维增强材料连接件因导热系数低、耐久性好等特点,在建筑外墙中具有广阔的工程应用前景。然而,纤维增强材料连接件抗剪性能较差,有必要开展采用纤维增强材料连接件的墙板抗剪性能研究。利用Abaqus有限元软件,选择合理的混凝土和连接件... 纤维增强材料连接件因导热系数低、耐久性好等特点,在建筑外墙中具有广阔的工程应用前景。然而,纤维增强材料连接件抗剪性能较差,有必要开展采用纤维增强材料连接件的墙板抗剪性能研究。利用Abaqus有限元软件,选择合理的混凝土和连接件本构模型,建立4种不同类型连接件的数值模型。通过与试验结果进行对比,证明所建模型的有效性。随后探讨混凝土等级、连接件数量、连接件布置方式对夹心保温墙板抗剪承载力的影响。研究结果表明,提高混凝土等级能够提高部分夹心保温墙板在破坏阶段的承载力,但提升能力十分有限;连接件水平布置比垂直布置的墙板承载力略高;对于使用棒状及类似形状连接件的夹心保温墙板,增加连接件数量是最直接提高抗剪能力的方式。最后,分析了夹心保温墙板不同的失效模式及其计算方法。 展开更多
关键词 夹心保温墙板 GFRP连接件 有限元模拟 抗剪承载力 混凝土破坏承载力
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铝合金贮箱壁板机械校形工艺研究 被引量:1
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作者 徐晨 徐琅 +3 位作者 孟佳杰 冯苏乐 何冬青 顾国荣 《航天制造技术》 2024年第1期1-6,32,共7页
贮箱壁板是运载火箭箭体的主承力构件,在其制造过程中难以避免产生不期望变形,后期必须对壁板进行校正。本文针对目前贮箱壁板采用人工锤敲校形存在的校形质量不稳定、噪音大、劳动强度大等问题,以航天典型交叉筋条结构铝合金高筋壁板... 贮箱壁板是运载火箭箭体的主承力构件,在其制造过程中难以避免产生不期望变形,后期必须对壁板进行校正。本文针对目前贮箱壁板采用人工锤敲校形存在的校形质量不稳定、噪音大、劳动强度大等问题,以航天典型交叉筋条结构铝合金高筋壁板为研究对象,引入机械化方法对壁板进行校形。首先设计了机械校形装置及校形方案,之后利用有限元仿真软件ABAQUS模拟分析了不同误差壁板变形校正所需校形力的变化规律,拟合出校形力大小与校形量之间的函数关系,在此基础上开展了壁板校形试验。试验结果显示,经过机械校形得到的壁板表面质量好,外形精度高,符合生产制造要求。研究表明,机械校形方案用于铝合金贮箱壁板的校形工作行之有效,有助于应对未来壁板型号种类增多带来的高质量、高效率制造要求。 展开更多
关键词 壁板 机械校形 装置设计 有限元模拟 校形规律分析
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全螺栓装配式钢框架外挂轻质墙板有限元分析
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作者 樊敏 郭宏超 +2 位作者 李慎 王振山 王华强 《计算力学学报》 CAS CSCD 北大核心 2024年第3期474-482,共9页
基于一体化轻质保温装饰墙板全螺栓装配式钢框架的抗震性能试验研究,本文采用商业有限元软件ABAQUS对结构进行了精细化非线性有限元分析。研究了结构的滞回性能、结构能力、应力分布以及失效模式等,提出了在柱脚和龙骨间设置加劲肋的改... 基于一体化轻质保温装饰墙板全螺栓装配式钢框架的抗震性能试验研究,本文采用商业有限元软件ABAQUS对结构进行了精细化非线性有限元分析。研究了结构的滞回性能、结构能力、应力分布以及失效模式等,提出了在柱脚和龙骨间设置加劲肋的改进设计方案,并对诸如顶底L型件水平板和竖向板螺栓数量、加劲肋形式、结构高跨比以及轴压比等关键设计参数进行了拓展分析。结果表明,采用本文有限元建模方法能够精准地模拟试验的滞回性能,极限承载力与试验最大差值为8.86%,模型失效模式及应力分布与试验现象高度吻合;柱脚和龙骨间加劲肋使柱脚内外翼缘协同变形,减小翼缘局部屈曲,避免龙骨连接处焊缝的应力集中,显著提升了结构承载力;通过优化顶底L型件的螺栓数量和加劲肋形式等设计参数,可进一步提升结构能力;实际工程中应合理控制结构高跨比和轴压比,以满足抗震设防要求。 展开更多
关键词 钢框架 全螺栓装配 轻质墙板 滞回性能 有限元分析
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中心开孔加筋壁板压缩性能研究
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作者 杨博晗 吴富强 +1 位作者 龚凡珂 王斌 《南京航空航天大学学报》 CAS CSCD 北大核心 2024年第1期96-102,共7页
为了研究飞机结构中不同开孔尺寸加筋壁板在压缩载荷下的屈曲行为和后屈曲行为,本文设计了相应的试验方法和试验夹具,完成了壁板压缩试验。得到了不同开孔尺寸加筋壁板的屈曲/破坏载荷、失稳过程及破坏模式。结果表明:加筋壁板的屈曲模... 为了研究飞机结构中不同开孔尺寸加筋壁板在压缩载荷下的屈曲行为和后屈曲行为,本文设计了相应的试验方法和试验夹具,完成了壁板压缩试验。得到了不同开孔尺寸加筋壁板的屈曲/破坏载荷、失稳过程及破坏模式。结果表明:加筋壁板的屈曲模式是筋条间蒙皮和筋条外蒙皮发生相反的变形,且屈曲模态随载荷的增加发生多次跳变;加筋壁板的压缩破坏模式是在屈曲变形的基础上筋条伴有明显的变形。针对不同开孔尺寸的加筋壁板进行压缩加载有限元仿真,得到的屈曲与破坏模式和试验的吻合,屈曲/破坏载荷与试验结果的误差在4%以内,验证了有限元模型的有效性。随着开孔尺寸的增加,加筋壁板的屈服载荷先缓慢减小后快速增大;壁板的破坏载荷逐渐减小,最终结构失去后屈曲承载能力。 展开更多
关键词 加筋壁板 压缩试验 屈曲 后屈曲 有限元法
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考虑墙板系统影响的钢结构模块化建筑抗倒塌性能
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作者 陈鑫 张惊宙 +1 位作者 贺颖华 李国强 《建筑钢结构进展》 CSCD 北大核心 2024年第10期10-19,共10页
钢结构模块化建筑是一种新兴的建筑结构体系,由多个标准的模块化单元组成,具有施工速度快、质量可控等优点。然而,目前对于模块化钢结构的研究还不够深入,特别是有关其抗倒塌性能的研究较少。通过有限元分析软件ABAQUS研究了钢结构模块... 钢结构模块化建筑是一种新兴的建筑结构体系,由多个标准的模块化单元组成,具有施工速度快、质量可控等优点。然而,目前对于模块化钢结构的研究还不够深入,特别是有关其抗倒塌性能的研究较少。通过有限元分析软件ABAQUS研究了钢结构模块化建筑在单个角模块、2个边模块和4个内模块失效时的抗倒塌性能,包括最终变形模式、荷载-位移曲线和节点内力变化等。同时,研究了墙板厚度对结构抗倒塌承载力及倒塌过程中内力重分布的影响。结果表明:3种模块失效工况下,墙板系统对结构抗倒塌承载力的贡献率均在45%~70%之间;当墙板厚度超过某个临界值后,再增加其厚度对抗倒塌贡献率的影响很小。同时,墙板厚度的增加限制了模块间连接节点拉力的发挥,甚至会导致节点内出现压力。 展开更多
关键词 钢结构模块 墙板系统 有限元模拟 抗倒塌性能
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裂纹加筋和缺口加筋对钢加筋板极限强度的影响
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作者 Musa Bahmani Fattaneh Morshedsolouk Mohammad Reza Khedmati 《哈尔滨工程大学学报(英文版)》 CSCD 2024年第2期460-469,共10页
This paper numerically evaluates the effect of the crack position on the ultimate strength of stiffened panels.Imperfections such as notches and cracks in aged marine stiffened panels can reduce their ultimate strengt... This paper numerically evaluates the effect of the crack position on the ultimate strength of stiffened panels.Imperfections such as notches and cracks in aged marine stiffened panels can reduce their ultimate strength.To investigate the effect of crack length and position,a series of nonlinear finite element analyses were carried out and two cases were considered,i.e.,case 1 with thin stiffeners and case 2 with thick stiffeners.In both cases,the stiffeners have the same cross-section area.To have a basis for comparison,the intact panels were modeled as well.The cracks and notches were in the longitudinal and transverse direction and were assumed to be in the middle part of the panel.The cracks and notches were assumed to be through the thickness and there is neither crack propagation nor contact between crack faces.Based on the numerical results,longitudinal cracks affect the behavior of the stiffened panels in the postbuckling region.When the stiffeners are thinner,they buckle first and provide no reserved strength after plate buckling.Thus,cracks in the stiffeners do not affect the ultimate strength in the case of the thinner stiffeners.Generally,when stiffeners are thicker,they affect the postbuckling behavior more.In that case,cracks in the stiffeners affect the buckling and failure modes of the stiffened panels.The effect of notch was also studied.In contrast to the longitudinal crack in stiffeners,a notch in the stiffeners reduces the ultimate strength of the stiffened panel for both slender and thick stiffeners. 展开更多
关键词 Stiffened panels CRACK NOTCH Ultimate strength BUCKLING Nonlinear finite element method
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