共查询到20条相似文献，搜索用时 171 毫秒
1.
Zhi-jiang Jin Cheng-hang Jiang Xian-ping Wan Po Chen Xiao-fang Wang 《浙江大学学报(A卷英文版)》2010,11(6):440-448
With von Mises yield criterion, the loading range of Net Section Collapse （NSC） Criteria is extended from combined tension and bending loadings to combined bending, torsion and internal pressure loadings. A new theoretical analyzing method of plastic limit load for pressure pipe with incomplete welding defects based on the extended NSC Criteria is presented and the correlative formulas are deduced, the influences of pipe curvature, circumferential length and depth of incomplete welding defects on the plastic limit load of pressure pipe are considered as well in this method. Meanwhile, according to the orthogonal experimental design method, the plastic limit loads are calculated by the finite element method and compared with the theoretical values. The results show that the expressions of plastic limit load of pressure pipe with incomplete welding defects under bending, torsion and internal pressure based on extended NSC criteria are reliable. The study provides an important theoretical basis for the establishment of safety assessment measure towards pressure pipe with incomplete welding defects. 相似文献
2.
Numerical Simulation of Dynamic Response and Collapse for Steel Frame Structures Subjected to Blast Load 总被引：4，自引：0，他引：4
The progressive collapse of steel frame structures under the blast load was investigated using LS-DYNA. The multi-material Eulerian and Lagrangian coupling algorithm was adopted. A flu-id-structure coupling finite element model was established which consists of Lagrange element for simulating steel frame structures and concrete ground, multiple ALE element for simulating air and TNT explosive material. Numerical simulations of the blast pressure wave propagation, struc-tural dynamic responses and deformation, and progressive collapse of a five-story steel frame structure in the event of an explosion near above ground were performed. The numerical analysis showed that the Lagrangian and Eulerian coupling algorithm gave good simulations of the shock wave propagation in the mediums and blast load effects on the structure. The columns subjected to blast load may collapse by shear yielding rather than by flexural deformation. The columns and joints of steel beam to column in the front steel frame structure generated enormous plastic defor-mation subjected to intensive blast waves, and columns lost carrying capacity, subsequently lead-ing to the collapse of the whole structure. The approach coupling influence between struc-tural deformation and fluid load well simulated the progressive collapse process of structures, and provided an effective tool for analyzing the collapse mechanism of the steel frame structure under blast load. 相似文献
3.
The progressive collapse of steel frame structures under the blast load was investigated using LS-DYNA.The multi-material Eulerian and Lagrangian coupling algorithm was adopted.A fluid-structure coupling finite element model was established which consists of Lagrange element for simulating steel frame structures and concrete ground,multiple ALE element for simulating air and TNT explosive material.Numerical simulations of the blast pressure wave propagation,structural dynamic responses and deformation,and progressive collapse of a five-story steel frame structure in the event of an explosion near above ground were performed.The numerical analysis showed that the Lagrangian and Eulerian coupling algorithm gave good simulations of the shock wave propagation in the mediums and blast load effects on the structure.The columns subjected to blast load may collapse by shear yielding rather than by flexural deformation.The columns and joints of steel beam to column in the front steel frame structure generated enormous plastic deformation subjected to intensive blast waves,and columns lost carrying capacity,subsequently leading to the collapse of the whole structure.The approach coupling influence between structural deformation and fluid load well simulated the progressive collapse process of structures,and provided an effective tool for analyzing the collapse mechanism of the steel frame structure under blast load. 相似文献
4.
建立了加强后的金属拱型波纹屋盖模型,利用ANSYS有限元分析软件对加强后的波纹拱进行了荷载作用下几何非线性有限元分析,并与原波纹拱进行了变形与应力的比较。计算结果表明,加强后的波纹拱对约束结构位移变形有较好的效果,且提高了结构的承载能力,这一结论为该结构进行抗风、抗雪等设计提供了有益参考。 相似文献
5.
M assimiliano FRALDI Antonio GESUALDO Federico GUARRACINO 《浙江大学学报(A卷英文版)》2014,15(7):482-495
研究目的：研究方法：通过有限元分析和极限分析,研究了在纵向和横向载荷下钢框架的最大负荷和坍塌模式,并考虑了塑性铰链住轴向力和弯曲力矩的作用下住实际旋转时的运动学。在垂直和水平方向载荷共存的情况下,基于轴向力和弯曲力矩的交互作用,研究延性框架的极限载荷和坍塌模式对产生于塑性铰链的真实运动学的敏感性。通过两个基本的案例和通过成功地评估非线性有限元分析和直接实施的极限分析步骤,并利用MATHEMATICA,揭示了其敏感性。
在标准规程的框架下,即使在最简单的案例中,极限分析的主要结果也会考虑在坍塌时的运动学,这与设计和加固的目的都是相关的。如果没有对所有的结构元件的轴向力和弯曲力矩的交互作用进行合理的计算,塑性铰链的定位计算可能得出不正确的坍塌机理和误导性的安全系数。就具体方面而言,本文清楚地表明,在设计新的结构或者为现有结构进行加固时,即使是使用看起来已经非常完备的经典步骤,也必须非常小心。本文的模型可以为处理规程设计的执业工程师和标准化委员会提供参考。 相似文献
6.
As the idea of simulated annealing （SA） is introduced into the fitness function, an improved genetic algorithm （GA） is proposed to perform the optimal design of a pressure vessel which aims to attain the minimum weight under burst pressure constraint. The actual burst pressure is calculated using the arc-length and restart analysis in finite element analysis （FEA）. A penalty function in the fitness function is proposed to deal with the constrained problem. The effects of the population size and the number of generations in the GA on the weight and burst pressure of the vessel are explored. The optimization results using the proposed GA are also compared with those using the simple GA and the conventional Monte Carlo method. 相似文献
7.
Finite element reliability analysis of slope stability 总被引：1，自引：0，他引：1
The method of nonlinear finite element reliability analysis （FERA） of slope stability using the technique of slip surface stress analysis （SSA） is studied. The limit state function that can consider the direction of slip surface is given, and the formulations of FERA based on incremental tangent stiffness method and modified Aitken accelerating algorithm are developed. The limited step length iteration method （LSLIM） is adopted to calculate the reliability index. The nonlinear FERA code using the SSA technique is developed and the main flow chart is illustrated. Numerical examples are used to demonstrate the efficiency and robustness of this method. It is found that the accelerating convergence algorithm proposed in this study proves to be very efficient for it can reduce the iteration number greatly, and LSLIM is also efficient for it can assure the convergence of the iteration of the reliability index. 相似文献
8.
U型钢筋混凝土地道桥的受力计算比较复杂,涉及到挡土墙土压力计算的水土分算和水土合算,本文通过大型有限元软件ANSYS,建立U型钢筋混凝土地道桥的有限元模型和力学模型,对其进行三维有限元荷载应力分析。 相似文献
9.
针对某型车架满载时车身产生严重弯曲变形的问题,在有限元法的基础上,利用ANSYS软件建立车架三维有限元分析模型,并进行变形和应力计算机仿真分析,结合变形实验,得到车架变形及应力变化规律,找出了车架产生严重弯曲变形的原因,并对大梁截面尺寸进行优化,提出优化改进方案。 相似文献
10.
Based on elastoplastic model, 2D and 3D finite element method (FEM) are used to calculate the stress and displacement distribution in the soft clay slope under gravity and uniform load at the slope top. Stability analyses indicate that 3D boundary effect varies with the stress level of the slope. When the slope is stable, end effect of 3D space is not remarkable. When the stability decreases, end effect occurs; when the slope is at limit state, end effect reaches maximum. The energy causing slope failure spreads preferentially along y-z section, and when the failure resistance capability reaches the limit state, the energy can extend along x-axis direction. The 3D effect of the slope under uniform load on the top is related to the ratio of load influence width to slope height, and the effect is remarkable with the decrease of the ratio. 相似文献
11.
刘晓红 《实验室研究与探索》2011,30(9):24-27
为了探讨了残余应力应变释放系数修正公式的应用及其可靠性,通过用有限元分析软件建立分析模型。首先推导出材料的应变释放系数随形状改变比能参量S变化的塑性修正公式,然后用此公式进行高应力状态下残余应力的模拟修正,以确定修正公式在实际应用中的可靠性。经过对单向应力和复杂应力状态下的残余应力进行塑性修正,用反算应力法得到修正应力,修正应力和施加应力之间的偏差较未修正前的应力引起的偏差大幅减少,修正应力非常接近真实的施加应力值。结果表明,用推导出来的残余应力应变释放系数修正公式计算残余应力具有精度高、修正效果较好的特点。 相似文献
12.
To study the collapse of imperfect subsea pipelinos, a 2D high-order nonlinear model is developed. In this model, the large deformation of the pipes is considered by raiaining the high-order nonlinear terms of strain. In addi-tion, the J2 plastic flow theory is adopted to describe the elasioplastic constitutive relations of material. The quasi-static process of collapse is analyzed by the increment method. For each load step, the equations based on the principle of virtual work are presented and solved by the discrete Newton＇s method. Furthermore, finite element simulations and full-scale experiments were preformed to validate the results of the model. Research on the major influencing factors of collapse pressure, including D/t, material type and initial ovality, is also presented. 相似文献
13.
王培林 《闽西职业技术学院学报》2014,(2):117-120
应用有限元分析软件ANSYS10.0,对三通管应力进行计算分析,获得了内压作用下三通管的应力分布特性,在工程上,可以解决设备开孔部位是否需要加强的问题。 相似文献
14.
提供力学服务是永磁装置重要的用途之一,因而磁场力的计算是磁力在机械设计、应用的重要内容。本文介绍了公式算法的推导结果,通过公式法和ANSYS有限元分析两种方法对永磁铁样本进行磁场模拟计算,得到永磁体铁块的磁场特性和磁吸附力。最后通过实际测量永磁铁样本的磁感应强度验证了公式算法和有限元分析方式的合理性、可行性,分析了公式算法和有限元分析两种方式计算的磁力与实际磁场力的误差大小,并得到了永磁铁表面磁感应强度的变化规律。 相似文献
15.
为解决传统支架长期滞留体内诱发支架内再狭窄的问题,设计一种新型可回收外周血管支架,并对其安全性与有效性进行力学分析。首先建立支架和外周斑块血管有限元模型,对支架进行压握、自由扩张过程的有限元分析,比对分析结果与径向支撑力测试结果,发现误差小于10%,验证了支架有限元模型有效性;在此基础上,再对支架植入及回收过程进行仿真模拟,分析与血管耦合条件下支架与血管生物力学性能。压握过程中支架最大应变为5.919%,回收过程中支架所受等效应力最大值为691MPa,均小于支架材料镍钛合金最大弹性应变及屈服应力。自膨胀扩张过程中血管所受最大等效应力值为0.592 6MPa,支架回收过程中血管所受等效应力最大值为0.536 6MPa,均小于血管损伤应力。试验结果表明,新型可回收外周血管支架理论上是可回收的,并且在植入以及回收过程中,其力学性能安全可靠。 相似文献
16.
运用有限元法,考虑封头的结构、封头与简体的连接形式、开孔位置、接管与封头的连接结构等因素,对受内压的凸形封头(球形封头、椭圆形封头、碟形封头及锥形封头)进行了应力分析计算。 相似文献
17.
Feng-qing Xiao Ying-zhe Wu Jin-yang Zheng Cun-jian Miao Xiao-bo Zhu 《浙江大学学报(A卷英文版)》2017,18(11):871-881
Austenitic stainless steel (ASS) has been widely used for cryogenic pressure vessels. Its high strain hardening characteristic allows cold-stretching. In the cold-stretching process, the load-holding time is a critical operating parameter which affects the final deformation of the material. In this paper, a load-holding time prediction method for the cold-stretching process of S30408 cryogenic pressure vessels is proposed, based on room-temperature creep strain relaxation. The proposed correlation has only one variable, the maximum circumferential stress applied to the cylindrical shell, which can be easily obtained by finite element analysis. Consequently, the strain rate measurement during the cold-stretching process is significantly simplified. The prediction method and the strain rate measurement were verified by experimental measurements conducted on two vessels manufactured via the cold-stretching process. The measured strain relaxation times accurately matched the calculated values and the load-holding time for the process was well predicted. 相似文献
18.
大坝与坝基的稳定一直是工程师密切关注的一个安全问题. 论文提出2种分析重力坝和坝基稳定的方法: 一种是基于刚体极限平衡原理的直接分析方法, 它将坝体和岩基作为不变形的刚体, 利用该方法可直接计算出可能滑动面的安全因数; 另一种是基于弹塑性理论的间接分析方法, 它采用非线性有限元方法分析大坝和坝基的应力和变形. 根据收敛和突变准则来确定稳定安全度.结果表明:工程建筑物的破坏不仅仅是由于施加荷载的原因,同时也与组成材料的性质有关. 相似文献
19.
应用Pro/E建立492Q型发动机连杆的三维实体模型,将简化后的模型导入ANSYS软件中,再进行网格划分,施加约束和载荷,建立连杆有限元模型,然后进行连杆有限元分析,得出了连杆的变形、应力分布和强度情况. 相似文献
20.
The buckle and collapse of offshore pipeline subjected to combined actions of tension, bending, and external pressure during
deepwater installation has drawn a great deal of attention. Extended from the model initially proposed by Kyriakides and his
co-workers, a 2D theoretical model which can successfully account for the case of simultaneous tension, bending, and external
pressure is further developed. To confirm the accuracy of this theoretical method, numerical simulations are conducted using
a 3D finite element model within the framework of ABAQUS. Excellent agreement between the results validates the effectiveness
of this theoretical method. The model is then used to study the effects of several important factors such as load path, material
properties, and diameter-to-thickness ratio, etc., on buckling behaviors of the pipes. Based upon parametric studies, a few
significant conclusions are drawn, which aims to provide the design guidelines for deepwater pipeline with solid theoretical
basis. 相似文献