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RIGID-PLASTIC/RIGID-VISCOPLASTIC FEM BASED ON LINEAR PROGRAMMING—THEORETICAL MODELING AND APPLICATION FOR AXISYMMETRICAL PROBLEMS 被引量:1
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作者 Xu Weili Shi Xiangchen Lin Zhongqin School of Mechanical Engineering,Shanghai Jiaotong University Peter Thomson Di Senglin Australia Monash University Australia University of Technology 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2001年第2期184-188,共5页
Compared with the traditional rigid plastic/rigid viscoplastic(RP/RVP) FEM(based on iteration solution),RP/RVP FEM based on linear programming (LP) has some remarkable advantages,such as it's free of convergence... Compared with the traditional rigid plastic/rigid viscoplastic(RP/RVP) FEM(based on iteration solution),RP/RVP FEM based on linear programming (LP) has some remarkable advantages,such as it's free of convergence problem and its convenience in contact,rigid zone,and friction force treatment.The numerical model of RP/RVP FEM based on LP for axisymmetrical metal forming simulation is studied,and some related key factors and its treatment methods in formulation of constraint condition are proposed.Some solution examples are provided to validate its accuracy and efficiency. 展开更多
关键词 RIGID plastic/rigid VISCOPLASTIC FEM Contact treatment Linear programming
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EFFECT OF WALL SLIP ON SQUEEZE FLOW OF RIGID-PLASTIC MEDIA BETWEEN PARALLEL DISK 被引量:1
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作者 XuChumhui HungWenbin XuYong 《Acta Mechanica Solida Sinica》 SCIE EI 2005年第1期83-87,共5页
The squeeze flow of a rigid-plastic medium between parallel disks is considered for small gaps with partial wall slip. The stress distribution and the squeeze force between parallel disks of a rigid-plastic medium wit... The squeeze flow of a rigid-plastic medium between parallel disks is considered for small gaps with partial wall slip. The stress distribution and the squeeze force between parallel disks of a rigid-plastic medium with the following four diferent slip boundary conditions are obtained. (1) The Coulombic friction condition is applied, and the stress distribution on the wall is derived, which is linear or exponential distribution in the no-slip area or slip area. (2) It is assumed that the slip velocity at the disks increases linearly with the radius up to the rim slip velocity, with the stress distribution and the squeeze force gained. (3) The assumption that the slip velocity at the disks is related to the shear stress component is used, with the stress distribution and the squeeze force obtained, which is equivalent to the result given in (2). (4) Rational velocity components are introduced, and the stress distribution is satisfed. 展开更多
关键词 squeeze fow SLIP rigid-plastic FRICTION
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Rigid-Plastic Dynamic Response of Reinforced Concrete Bridge Pier Impacted by Automobile 被引量:4
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作者 ZHENG Xiaoning DIAO Bo YE Yinghua 《Transactions of Tianjin University》 EI CAS 2006年第B09期254-257,共4页
Bridge piers are impacted by autos sometimes. The pier usually has not been destroyed after once impact by auto. But there are few research on damage which will affect pier's capability, and most relative studies ... Bridge piers are impacted by autos sometimes. The pier usually has not been destroyed after once impact by auto. But there are few research on damage which will affect pier's capability, and most relative studies have focused the problems on piers impacted by vessels. The methods involve mainly sutra experience theory, numerical analysis, and experimental method. Owing to the complicacy of the bridge pier impacted by a vessel, there are few research derived with the sutra mechanics model and the piers impacted by autos. The dynamic response is studied here under the assumption of the rigid-plastic small-deformation for the pier impacted by auto. According to the Parkes beam model, the rigid-plastic theoretical solution is deduced. The final deformation is calculated by a practical example for the pier impacted by auto. 展开更多
关键词 IMPACT PIER rigid-plastic dynamic response
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ADAPTIVE RIGID-PLASTIC MESHLESS GALERKIN METHOD AND ITS APPLICATION IN ANALYSIS OF EXTRUSION PROCESSES 被引量:1
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作者 WU Xin ZHAO Guoqun +2 位作者 WANG Weidong GUAN Yanjin LU Ping 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2007年第2期26-31,共6页
Under the hypothesis of the rigid-plastic material, specific efforts are placed on the developments of the key simulation techniques of the meshless Galerkin method because of the complexity of the deformation process... Under the hypothesis of the rigid-plastic material, specific efforts are placed on the developments of the key simulation techniques of the meshless Galerkin method because of the complexity of the deformation process as well as the generality and atomization of the simulation procedures for non-steady state large deformation plastic processes, therefore, an adaptive rigid meshless Galerkin method is developed. The influence domain control method is used in the least square approximation by dynamic evaluation of the magnitude of the influence domain and the effective control of the amount and the positions of the points in the least square approximation in order to improve approximation precision. The amount of the Gauss integration points in the discrete domain is maintained in a considerable magnitude in order to ensure the integration precision in the discrete domain. The length of the frictional boundary of the plastic deformation process may be getting longer when its deforma- tion is getting severe. Thus, the densities of the boundary points of some places get lower. The adaptive boundary points setting method is employed to improve the approximation precision of the boundary points and enhance the constraint of the boundary condition by adaptive control of boundary point density. Some typical extrusion processes are analyzed, detail simulation results such as the deformation field, velocity field, effective strain field, effective strain rate field, the volume loss curve and load-stroke curve are obtained. The effectiveness of the method developed is demonstrated and the precision of the meshless simulation is proved by overall comparison with the results obtained by using the commercial software deform. 展开更多
关键词 rigid-plastic Galerkin Adaptive Non-steady state Extrusion Severe deformation
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Study on Remeshing Technique for Three-Dimensional Rigid-plastic Finite Element Simulation
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作者 单德彬 吕炎 王真 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 1997年第3期76-79,共4页
A new method of three-dimensional remeshing is proposed for rigid-plastic finiteelement analysis of a complicated forging process.The forging process of a cylindricalhousing has been simulated to show the effectivenes... A new method of three-dimensional remeshing is proposed for rigid-plastic finiteelement analysis of a complicated forging process.The forging process of a cylindricalhousing has been simulated to show the effectiveness of the scheme.The result ofsimulation shows that the computation can be effectively carried out by using the des-cribed remeshing scheme. 展开更多
关键词 rigid-plastic FINITE element simulation REMESHING CYLINDRICAL HOUSING
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RIGID-PLASTIC/RIGID-VISCOPLASTIC FEM BASED ON LINEAR PROGRAMMING-THEORETICAL MODELING AND APPLICATION FOR PLANE-STRAIN PROBLEMS
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作者 WangHuaibao XuWeili 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2003年第1期106-109,共4页
A new rigid-plastic/rigid-viscoplastic (RP/RVP) FEM based on linearprogramming (LP) for plane-strain metal forming simulation is proposed. Compared with thetraditional RP/RVP FEM based on iteration solution, it has so... A new rigid-plastic/rigid-viscoplastic (RP/RVP) FEM based on linearprogramming (LP) for plane-strain metal forming simulation is proposed. Compared with thetraditional RP/RVP FEM based on iteration solution, it has some remarkable advantages, such a it'sfree of convergence problem and its convenience in contact, incompressibility constraint and rigidzone treatment. Two solution examples are provided to validate its accuracy and efficiency. 展开更多
关键词 rigid-plastic/rigid-viscoplastic FEM Linear programming
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Three-Dimensional Rigid-Plastic FEM Simulation of Bulk Forming Processes with New Contact and Remeshing Techniques 被引量:1
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作者 Debin Shan and Youngsuk Kim School of Mechanical Engineering, Kyungpook National University, Taegu 702-70 1, South Korea Hyunsoo Kim Graduate School of Mechanical Engineering, Kyungpook National University, Taegu 702-701, South Korea E-mail: shandb@public 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2001年第3期329-332,共4页
Some techniques such as die surface description, contact judgement algorithm and remeshing are proposed to improve the robustness of the numerical solution. Based on these techniques, a three-dimensional rigid-plastic... Some techniques such as die surface description, contact judgement algorithm and remeshing are proposed to improve the robustness of the numerical solution. Based on these techniques, a three-dimensional rigid-plastic FEM code has been developed. Isothermal forging process of a cylindrical housing has been simulated. The simulation results show that the given techniques and the FEM code are reasonable and feasible for three-dimensional bulk forming processes. 展开更多
关键词 Three-Dimensional rigid-plastic FEM Simulation of Bulk Forming Processes with New Contact and Remeshing Techniques FEM Simulation
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ANALYSIS OF THE LARGE DEFLECTION DYNAMIC RESPONSE OF RIGID-PLASTIC CIRCULAR PLATE RESTING ON FLUID
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作者 Zhang Shanyuan Wang Tiefeng (Taiyuan University of Technology,Taiyuan 030024 P.R.China) 《Acta Mechanica Solida Sinica》 SCIE EI 1994年第4期334-346,共13页
A study is presented for the large deflection dynamic response of rigid- plastic circular plate resting on potential fluid under a rectangular pressure pulse load. By virtue of Hankel integral transform technique,this... A study is presented for the large deflection dynamic response of rigid- plastic circular plate resting on potential fluid under a rectangular pressure pulse load. By virtue of Hankel integral transform technique,this interaction problem is reduced to a problem of dynamic plastic response of the plate in vacuum.The closed-form solutions are derived for both middle and high pressure loads by solving the equations of motion with the large deflection in the range where both bending moments and membrane forces are important.Some numerical results are given. 展开更多
关键词 rigid-plastic circular plate LARGE deflection dynamic response potential fluid Hankel integral transform technique
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RADIAL EXTRUSION PROCESS BY THREE-DIMENSIONAL RIGID-PLASTIC FEM SIMULATION
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作者 Chen Jun, Peng Yinghong, Zuo Xu, Ruan Xueyu National Die & Mold CAD Engineering Research Center, Shanghai Jiao Tong University, Shanghai 200030 《中国有色金属学会会刊:英文版》 CSCD 1997年第4期48-52,共5页
RADIALEXTRUSIONPROCESSBYTHREEDIMENSIONALRIGIDPLASTICFEMSIMULATION①ChenJun,PengYinghong,ZuoXu,RuanXueyuNati... RADIALEXTRUSIONPROCESSBYTHREEDIMENSIONALRIGIDPLASTICFEMSIMULATION①ChenJun,PengYinghong,ZuoXu,RuanXueyuNationalDie&MoldCADEn... 展开更多
关键词 RADIAL EXTRUSION three dimensional RIGID plastic FEM numerical SIMULATION
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A Numerical Method for Rigid-plastic FEM Analysis Basing on Mathematical Programming
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作者 Li Di Lin Zhongqin Chen Guanlong Zhang Weigang Li Shuhui 《上海交通大学学报》 EI CAS CSCD 北大核心 2004年第z2期32-37,共6页
The rigid-plastic analysis of mental forming simulation is formulated as a discrete nonlinear mathematical programming problem with equality and inequality constraints by means of the finite element technique. An iter... The rigid-plastic analysis of mental forming simulation is formulated as a discrete nonlinear mathematical programming problem with equality and inequality constraints by means of the finite element technique. An iteration algorithm is used to solve this formulation, which distinguishes the integration points of the rigid zones and the plastic zones and solves a series of the quadratic programming to overcome the difficulties caused by the nonsmoothness and the nonlinearity of the objective function. This method has been used to carry out the rigid-plastic FEM analysis. An example is given to demonstrate the effectiveness of this method. 展开更多
关键词 rigid-plastic MATHEMATICAL PROGRAMMING FINITE ELEMENT method
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DEEP-DRAWING PROCESS ANALYSIS OF ELLIPTIC CUPS BY RIGID-PLASTIC FEM
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作者 Chang, Zhihua Ma, Yanwei +1 位作者 Huang, Shangyu Jiang, Kuihua 《中国有色金属学会会刊:英文版》 EI CSCD 1994年第2期61-66,共6页
DEEP-DRAWINGPROCESSANALYSISOFELLIPTICCUPSBYRIGID-PLASTICFEMDEEP-DRAWINGPROCESSANALYSISOFELLIPTICCUPSBYRIGID-... DEEP-DRAWINGPROCESSANALYSISOFELLIPTICCUPSBYRIGID-PLASTICFEMDEEP-DRAWINGPROCESSANALYSISOFELLIPTICCUPSBYRIGID-PLASTICFEM¥Chang,... 展开更多
关键词 ELLIPTIC cups DEEP-DRAWING formation LIMIT rigid-plastic FINITE ELEMENT method
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钢管混凝土柱-钢梁外加强环螺栓连接节点抗震性能有限元分析 被引量:1
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作者 丁发兴 罗开源 +2 位作者 吕飞 张威振 胡明文 《建筑科学与工程学报》 CAS 北大核心 2024年第4期10-19,共10页
为深入研究钢管混凝土柱-钢梁外加强环螺栓连接节点的抗震性能,建立了螺栓连接节点的精细化三维实体有限元模型。在对已有试验成果进行验证分析的基础上,研究加劲肋、螺栓连接数量对节点塑性耗能分配机制的影响。结果表明:当钢材本构后... 为深入研究钢管混凝土柱-钢梁外加强环螺栓连接节点的抗震性能,建立了螺栓连接节点的精细化三维实体有限元模型。在对已有试验成果进行验证分析的基础上,研究加劲肋、螺栓连接数量对节点塑性耗能分配机制的影响。结果表明:当钢材本构后期考虑韧性损伤后,有限元计算结果与已有拟静力试验结果更吻合;CFST-1节点(梁高300 mm,有螺栓垫板)耗能能力最优,但仅达到相应焊接节点的一半;与CFST-1节点相比,CFST-3节点(梁高300 mm,无螺栓垫板)及CFST-2节点(梁高250 mm,有螺栓垫板)的总耗能更低;各螺栓节点的塑性耗能分配机制主要依靠梁耗能,而相应的加强环焊接节点主要依靠梁与加强环耗能;当螺栓节点采用环板加劲肋、4排螺栓以及腹板加劲肋构造优化后,刚度、承载力、延性与相应焊接节点一致,总塑性耗能达到刚接节点的79.1%,基本达到刚接节点的抗震水平。 展开更多
关键词 梁柱节点 螺栓连接 抗震性能 塑性耗能分配机制 刚接节点
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钢筋混凝土薄壁空心高墩塑性铰长度计算方法
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作者 袁辉辉 程军 +3 位作者 蔡丁锡 吴庆雄 詹远辉 袁朝阳 《福州大学学报(自然科学版)》 CAS 北大核心 2024年第5期577-586,共10页
针对我国现行抗震设计规范尚未明确给出钢筋混凝土(RC)薄壁空心高墩塑性铰长度计算方法的问题,首先收集整理了既有RC桥墩塑性铰长度计算方法以及试验数据,分析影响塑性铰计算长度的主要因素;同时对实际桥梁工程采用的RC薄壁空心墩构造... 针对我国现行抗震设计规范尚未明确给出钢筋混凝土(RC)薄壁空心高墩塑性铰长度计算方法的问题,首先收集整理了既有RC桥墩塑性铰长度计算方法以及试验数据,分析影响塑性铰计算长度的主要因素;同时对实际桥梁工程采用的RC薄壁空心墩构造参数进行统计归纳.在验证有限元建模方法准确性后,采用ABAQUS软件建立了高度为40~120 m的8种典型RC薄壁空心高墩的精细化有限元模型,并开展非线性推覆分析,得到不同高度桥墩的等效塑性铰长度.最后讨论不同塑性铰长度计算方法的适用性,发现Eurocode 8规范的计算公式精度最高,可用于计算RC薄壁空心高墩的塑性铰长度. 展开更多
关键词 塑性铰长度 连续刚构桥 钢筋混凝土薄壁空心高墩 有限元分析
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山东港口大厦结构设计
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作者 李建峰 薛明玉 +4 位作者 孙绍东 刘于晨 胡海涛 冯健 衣俊 《建筑结构》 北大核心 2024年第9期17-22,34,共7页
山东港口大厦采用钢管混凝土柱-钢梁-钢筋混凝土核心筒混合结构体系,角部6根斜钢管混凝土柱由下至上逐层缩进,与向上收紧的风帆形态相呼应。结构存在各层楼板局部不连续、跃层柱和高度超限等不规则项,按C级抗震性能目标进行性能化设计,... 山东港口大厦采用钢管混凝土柱-钢梁-钢筋混凝土核心筒混合结构体系,角部6根斜钢管混凝土柱由下至上逐层缩进,与向上收紧的风帆形态相呼应。结构存在各层楼板局部不连续、跃层柱和高度超限等不规则项,按C级抗震性能目标进行性能化设计,采用SAUSAGE进行罕遇地震作用下的弹塑性分析,找出结构薄弱部位和构件,并采取针对性的抗震加强措施。空中大堂采用“刚柔结合”的钢-索网幕墙体系,介绍了支撑幕墙的主体结构。采用ANSYS对钢管混凝土柱斜柱变直柱节点进行了有限元分析。分析结果表明结构抗震性能良好,满足设定的抗震性能目标。 展开更多
关键词 山东港口大厦 钢管混凝土斜柱 钢-索网幕墙 动力弹塑性分析 节点分析 刚柔结合
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高烈度震区预制拼装连续刚构桥延性分析
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作者 贾继祥 张雷 《铁路工程技术与经济》 2024年第5期27-31,共5页
本文基于纤维梁柱单元模型的基本原理,对广佛西环城际铁路4×40m预制拼装连续刚构在罕遇地震作用下进行弹塑性分析,结果表明:在10.5~22m墩高范围内,随着墩高增加,塑性转角、剪力计算值有降低的趋势;箍筋对桥墩的延性影响很大,甚至... 本文基于纤维梁柱单元模型的基本原理,对广佛西环城际铁路4×40m预制拼装连续刚构在罕遇地震作用下进行弹塑性分析,结果表明:在10.5~22m墩高范围内,随着墩高增加,塑性转角、剪力计算值有降低的趋势;箍筋对桥墩的延性影响很大,甚至在某种程度依赖于箍筋配置的合理与否,合理的配置箍筋是一种经济有效的提高抗震性能的方式;采用《铁路工程抗震设计规范》和《城市桥梁抗震设计规范》两种方法验算了该种桥梁桥墩的抗震性能,其弹塑性分析方法和延性抗震成果为其他高烈度震区刚构桥延性抗震设计提供了参考。 展开更多
关键词 预制拼装 连续刚构 罕遇地震 纤维模型 时程分析 塑性铰 弹塑性分析
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塑料斜齿轮与金属蜗杆传动机构疲劳寿命分析 被引量:3
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作者 刘赣华 汪啟 唐乃夫 《机械传动》 北大核心 2023年第1期126-131,共6页
高分子材料领域的快速发展,促进了中低载荷齿轮传动中金属齿轮塑料化的趋势。塑料斜齿轮常被用于代替金属蜗轮与金属蜗杆进行啮合传动,但金属与塑料材料的各方面性能差异较大,塑料斜齿轮损伤形式复杂,其疲劳寿命难以预测。针对这一问题... 高分子材料领域的快速发展,促进了中低载荷齿轮传动中金属齿轮塑料化的趋势。塑料斜齿轮常被用于代替金属蜗轮与金属蜗杆进行啮合传动,但金属与塑料材料的各方面性能差异较大,塑料斜齿轮损伤形式复杂,其疲劳寿命难以预测。针对这一问题,基于Hertz接触理论和航天领域形成的相对坐标法,运用多体动力学软件RecurDyn建立金属蜗杆与塑料斜齿轮的刚柔耦合动力学模型,获得了塑料斜齿轮在对应加载工况下的瞬态应力值,作为Durability模块中塑料斜齿轮的载荷输入值;引用德国塑料齿轮标准VDI 2736中POM齿轮疲劳寿命与接触应力幅值关系,得到塑料斜齿轮材料的S-N曲线,并基于应力时间历程寿命计算准则,对塑料斜齿轮的疲劳寿命进行了分析。通过疲劳台架实验验证了该分析模型的准确性,为后续塑料齿轮疲劳寿命的研究提供了理论依据。 展开更多
关键词 塑料齿轮 刚柔耦合 动力学仿真 疲劳寿命
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不同填埋深度下大型塑料检查井刚强度研究 被引量:1
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作者 纪海宾 孟宪凯 《机械工程与自动化》 2023年第5期73-74,77,共3页
以大型塑料检查井流槽式汇合三通井座为研究对象,针对现场施工过程中土质和填埋深度对其刚强度影响较大的情况,运用ANSYS和Origin软件进行数据分析,研究了井座受到垂直方向下曳力时填埋深度、土质对井座应力、应变值的影响规律,获得了... 以大型塑料检查井流槽式汇合三通井座为研究对象,针对现场施工过程中土质和填埋深度对其刚强度影响较大的情况,运用ANSYS和Origin软件进行数据分析,研究了井座受到垂直方向下曳力时填埋深度、土质对井座应力、应变值的影响规律,获得了在同一填埋深度下,各土质对井座应力、应变值的影响程度为:粘性土C>软土A>湿陷性黄土B>沙土D。研究结果为大型塑料检查井结构优化设计提供了理论支持。 展开更多
关键词 填埋深度 刚强度 塑料检查井
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复合加筋土的强度与应力应变特性研究
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作者 雷胜友 《内蒙古大学学报(自然科学版)》 CAS 北大核心 2023年第4期382-391,共10页
为了探索土工格室与水平向土工合成材料联合加筋作用下土的应力变形及强度特性,本文采用理论分析和三轴试验相结合的方法,对此展开研究。首先推导得到了考虑筋材强度发挥和筋土比例的涤纶布-环状刚塑带加筋黄土的强度表达式,然后对加筋... 为了探索土工格室与水平向土工合成材料联合加筋作用下土的应力变形及强度特性,本文采用理论分析和三轴试验相结合的方法,对此展开研究。首先推导得到了考虑筋材强度发挥和筋土比例的涤纶布-环状刚塑带加筋黄土的强度表达式,然后对加筋土三轴试验结果进行了分析。研究表明,用复合加筋形式,被约束土体的黏聚力有很大的提高,如果环内填土含有草根,则形成二次加筋作用,当草根比较柔软时,加筋后复合体的黏聚力有很大提高,当根比较坚硬,加筋复合体的黏聚力和内摩擦角皆有很大提高。将计算得到的偏应力与小主应力关系曲线与试验曲线进行比较,发现理论计算曲线与试验曲线吻合好,其最大误差在7.6%以内,同时表明环向筋强度的发挥在3%~15%,水平筋强度的发挥为100%。分析了加筋土的应力应变曲线,发现随着轴向变形的增加,加筋土的应力持续增长,未出现应力降低拐点,再次证明联合加筋材料未达到破坏状态.最后本文对强度指标进行分析,发现组合加筋情况下,黏聚力增加了1.569~5.054倍,而单独水平向加筋时,黏聚力增加了0.260~3.019倍,单独环向加筋时,黏聚力提高了0.732~3.417倍;复合加筋与单独加筋情况下,加筋后土内摩擦角基本不变,最大增加了约2.2°。本文结果对土工格室、土工袋加筋土挡墙承载力及稳定性的研究有指导作用。 展开更多
关键词 极限平衡状态 刚塑带 涤纶布 环状 黏聚力增量 内摩擦角增量 水平向拉力 环向拉力
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组合式刚塑带加筋土强度的理论分析与试验验证
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作者 雷胜友 《地震工程学报》 CSCD 北大核心 2023年第5期1001-1007,共7页
根据试验结果和理论研究,推导得到水平向与环向组合式刚塑带加筋土的强度表达式,并考虑筋材强度的发挥和筋土比例,随后进行详细讨论分析。研究表明,组合式刚塑带加筋土的黏聚力有很大的提高,如果环内含有草根,则形成二次加筋作用,其强... 根据试验结果和理论研究,推导得到水平向与环向组合式刚塑带加筋土的强度表达式,并考虑筋材强度的发挥和筋土比例,随后进行详细讨论分析。研究表明,组合式刚塑带加筋土的黏聚力有很大的提高,如果环内含有草根,则形成二次加筋作用,其强度会进一步提高。用文中所推导出的强度公式得到的计算曲线与试验曲线吻合较好,最大误差在5.1%以内,同时加筋材料强度的发挥在1%~7.5%。最后对加筋土强度指标进行分析,研究发现组合式刚塑带加筋土的黏聚力增大了2.75~5.35倍,内摩擦角最大提高了21.7%;而水平向刚塑带加筋土、环向刚塑带加筋土的黏聚力分别增大了0.5~2.767倍、0.732~3.417倍,而它们内摩擦角则增加不多,最大增加了2.2°。综合考虑认为,“4环+3水平”组合加筋形式的加筋效果最好,其次是“2环+4水平”组合加筋形式。在实践中,可参照以上两种加筋形式进行边坡、地基加固修复等。 展开更多
关键词 极限平衡状态 刚塑带 加筋作用 黏聚力增量 内摩擦角增量 水平向拉力 环向拉力
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某多塔连体结构高位钢连廊连接方案抗震性能分析 被引量:2
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作者 梁潇 周雅 +2 位作者 牛晓昱 刘家宝 蔡建国 《建筑钢结构进展》 CSCD 北大核心 2023年第8期16-25,37,共11页
为确定某多塔超限连体结构高位钢连廊的连接方案,建立了4种不同连廊连接形式的模型,开展计算模型的抗震对比分析。模型A连廊为两端刚接,模型B连廊在T2塔楼滑动、T3塔楼刚接,模型C连廊在T3塔楼滑动、T2塔楼刚接,模型D连廊为两端铰接。分... 为确定某多塔超限连体结构高位钢连廊的连接方案,建立了4种不同连廊连接形式的模型,开展计算模型的抗震对比分析。模型A连廊为两端刚接,模型B连廊在T2塔楼滑动、T3塔楼刚接,模型C连廊在T3塔楼滑动、T2塔楼刚接,模型D连廊为两端铰接。分别对4种高位连接方案开展多遇地震作用下的弹性分析,对比4种模型的位移与内力包络值,并分析罕遇地震作用下结构的动力弹塑性响应。分析结果表明,高位钢连廊刚性连接方案可以提高整体结构的平动刚度;多遇地震作用下刚性连接方案不仅可以减小结构位移,还能降低连廊梁的弯扭矩,实现塔楼之间的刚度协调;罕遇地震作用下刚性连接方案具有最小的弹塑性层间位移角以及顶点位移,强连接方案关键梁柱节点最大位移较小,4种模型的损伤情况相近。因此,针对该多塔连体结构,高位连廊采取刚性连接方案对整体结构更有利。 展开更多
关键词 钢连廊 连接形式 刚性连接 动力弹塑性分析
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