共查询到20条相似文献，搜索用时 343 毫秒
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水文过程常因其抽象性和复杂性使课堂教学难以取得良好的效果。地下水动力学中的利用高阶微分方程的计算问题是该课程的重点和难点,针对地下水动力学课程的高阶计算问题,把数值模拟方法引入到教学,以对实际的区域性地下水计算问题的求解,将地下水动力学的基本概念、基础公式、数值模拟、以及实际问题的求解完整的过程应用于教学实践,探索将数值模拟服务于教学的新方法。对课堂教学效果的调查表明,数值模拟的引入,不但增强了课堂教学表现力和教学效果,同时,有利于促进科学研究的方法和成果与教学实践的相结合。本次教学研究及实践活动所采取的方法和模式,期待为水文专业有关课程教学改革的深入进行和创新性教学研究的开展提供参考和借鉴。 相似文献
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采用理论分析、解析、数值模拟等多种手段,研究网格不匹配度对计算精度的影响.设计了一种具有精确解的多次激波冲击压缩计算模型,使用二维弹塑性流体动力学有限元程序进行了大量的数值模拟.通过比对数值模拟结果与精确解的差异,半定量地给出了网格不匹配度对计算精度的影响,其结果对复杂物理计算中网格最大不匹配度的确定有一定的指导意义. 相似文献
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以城市客车为平台,分析其车辆动力学各子系统的型式和参数,根据现有积累的试验测试数据,采用Trucksim软件建立整车多体动力学模型。在此基础上,对城市客车制动、转弯、冲击及扭曲等典型运行工况进行动态模拟,提取出悬架系统各部件的受力情况,包括弹簧、减震器等。结果表明,城市客车在冲击工况下悬架整体受载最大。该仿真结果能够为城市客车有限元模型各典型工况下的载荷施加提供精确的输入,有利于提高受力分析的准确度。 相似文献
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为培养学生的机构分析能力,在机械原理课程设计中对3-PRR并联机器人机构动力学建模分析进行研究。推导出3-PRR并联机构位置反解、速度反解和加速度反解等方程。基于第2类拉格朗日方程建立3-PRR并联机器人机构逆动力学模型,据此求出各驱动关节的驱动力。在空载和负载两种情况下进行数值计算,经过与Adams仿真结果对比分析,验证了动力学建模的正确性。本研究为平面3自由度并联机器人机构运动学建模和动力学建模分析提供了有效的方法,为实物样机的优化设计奠定了理论基础。 相似文献
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输送机线性系统的假设是在胶带力学特性和弹性模量不变的情况下近似提出的. 这种假设会使大型输送机产生理论误差和不正确的动力学仿真结果. 本文分析了基于胶带悬垂度的非线性特性, 推导了等效弹性模量的表达式, 研究了胶带等效弹性模量和弹性模量之间的关系, 并发现两者的比值在0. 1～1. 0之间变化. 提出了输送机有限单元模型的非线性运动方程及其增量方程和数值解法. 通过对一输送机动态特性的仿真分析, 发现用线性和非线性2种模型, 它们动态参数(如带速, 胶带加速度, 张力以及重锤位移和张力波速)的计算误差介于6%～50% 之间. 相似文献
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基于机械结构结合面模型修正理论,本文提出应用接触单元和弹簧—阻尼单元为主建立轴箱和垫板结合面有限元模型和动力学模型,应用模态试验的结果和优化参数法识别结合面的接触特征参数,修正后的模型能准确地模拟结合面的动力学特性,为机床结构的优化设计奠定了基础。 相似文献
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Dynamic response of RPC-filled steel tubular columns with high load carrying capacity under axial impact loading 总被引：3，自引：0，他引：3
Experimental investigation into impact-resistant behavior of reactive powder concrete (RPC)-filled steel tubular columns was conducted,and dynamic response of the columns under axial impact loading was studied by means of numerical simulation method.Increase coefficient of load carrying capacity and ratio of load carrying capacity between steel tube and RPC core of col-umns were obtained. 相似文献
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隋智力 《北京城市学院学报》2014,(1):92-97
本文以北京三峡大厦深基坑开挖支护为工程背景,结合理论分析、现场监测和数值模拟等方法,对钢管复合土钉墙支护的作用机理和应用效果进行了研究。根据土力学和基坑支护相关原理确立力学机理模型,采用有限差分数值模拟方法进行开挖支护模拟,将数值模拟结果与实测基坑变形数据进行分析比较,二者结果基本一致,说明数值模拟方法应用于基坑开挖支护过程是比较可靠的,且从塑性区和变形分析可知用钢管桩复合土钉墙进行支护后的基坑是稳定的,即钢管桩复合土钉墙能很好地满足基坑支护稳定性的要求。 相似文献
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为天津地铁改建、扩建所需 ,采用数学模拟方法对原有站台通风系统的气流组织效果进行评价 ,在此基础上提出通风系统的改建方案 ,并对新方案的速度场、温度场进行优化 .借助实际流场的测试数据判断紊流模型的适用性 ,并通过现场测试获得了所需边界条件值 .模拟结果与实测数据相符 ,证明了双方程紊流模型用于模拟站台的复杂流场是可行的 .模拟时将列车进站过程的瞬时流简化为稳定流 ,并对此假设前提下模拟结果的有效性给予认证 . 相似文献
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以某沿海城市地铁车站结构为例,通过室内单桩竖向抗压静载试验,计算单桩极限侧阻力,理论验算和MIDAS 有限元软件数值模拟相结合,对比分析不同抗浮措施下车站结构底板位移、变形大小。 结果表明:围护结构法抗浮,车站底板竖向位移得到控制,但结构底板变形较大,底板水头高度为17.4 m 时,底板最大变形5.75 mm;抗浮锚杆和抗浮桩可有效减小结构底板变形,底板水头高度为17.4m 时,两种抗浮措施下底板最大变形分别为2.37 和2.04 mm;抗浮组合措施能够发挥各自优势,抗浮效果明显,对结构变形控制较好;排水减压法基于减小结构水浮力原理抗浮,抗浮效果显著。 相似文献
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针对金属标准拉伸试验中,上下夹具偏心所导致的试验初期变形曲线往负方向延伸的"反走"现象,建立了一套考虑夹具偏心及夹持偏角的试样受力理论模型.特别对常用的楔形夹具在试验过程中产生的零夹持角和非零夹持角情况进行了分析,推导出试样应变与夹持力间的关系.分析了试验中产生变形值"反走"现象的机理,通过ABAQUS有限元软件对引伸计-试样联合模型进行了数值仿真.结果表明,理论分析、实验实测,以及有限元数值模拟所得结果具有良好的一致性.得出:试验初期在偏心所产生的误差占主导地位的并不是通常认为的偏心弯矩,而是上下楔形夹具夹持方式产生的侧向力以及附加弯矩的联合作用,解释并模拟了变形的"反走"现象,为进一步提高变形测量精度提供了新的思路. 相似文献
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A real case of a steel lattice shell suffering a fire was studied. Based on the theory of field modeling, fire dynamic simulator (FDS) was used to identify the temperature field. The damage mechanism of the structure was determined by FEM analysis. After damage assessment, the shell was repaired with the pipe-encasement method. Finally, field test was employed to check the capacity of the structure after repair. The numerical study results indicate that the damage assessment agrees well with field inspection, verifying the accuracy of fire numerical simulation and FEM analysis. The field test results prove that the pipe-encasement method is secure and reasonable, and the repaired shell is safe. 相似文献
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An experimental and numerical investigation on the aeroengine blade/case containment analysis is presented. Blade out containment
capability analysis is an essential step in the new aeroengine design, but containment tests are time-consuming and incur
significant costs; thus, developing a short-period and low-cost numerical method is warranted. Using explicit nonlinear dynamic
finite element analysis software, the present study numerically investigated the high-speed impact process for simulated blade
containment tests which were carried out on high-speed spin testing facility. A number of simulations were conducted using
finite element models with different mesh sizes and different values of both the contact penalty factor and the friction coefficient.
Detailed comparisons between the experimental and numerical results reveal that the mesh size and the friction coefficient
have a considerable impact on the results produced. It is shown that a finer mesh will predict lower containment capability
of the case, which is closer to the test data. A larger value of the friction coefficient also predicts lower containment
capability. However, the contact penalty factor has little effect on the simulation results if it is large enough to avoid
false penetration. 相似文献
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This paper establishes a 3D numerical model for 15# hydropower house of the Three Gorges Project (TGP) and performs a nonlinear static and dynamic damage analysis. In this numerical model, a coupling model of finite and infinite elements for simulating infinite foundation of hydropower station is adopted. A plastic-damage model based on continuum damage mechanics, which includes the softening and damage behavior under tension is considered for the concrete material. The dynamic equilibrium equations of motion are solved by using the HilberHughes-Taylor (HHT) time integration method. Firstly, the static damage response analysis of the hydropower station is conducted due to high tensile stress resulting from large water head and diameter of an inlet pipe. Then, on the basis of static simulation, the dynamic damage analysis of hydropower house subjected to earthquake motion is simulated. Numerical results show that under large water head and diameter of an inlet pipe of the project, the damages are mainly located near the top of the spiral case from the inlet section to the 0° section; under combined loadings of static loads and earthquake, the damages of the concrete surrounding the spiral case increase insignificantly; however, some damages occur on the side walls of the main powerhouse. 相似文献
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SUNGWen-pei LINCheng-I SHIHMing-hsiang GOCheer-germ 《浙江大学学报(A卷英文版)》2005,6(2):132-140
In view of the recent technological development, the pursuit of safe high-precision structural designs has been the goal of most structural designers. To bridge the gap between the construction theories and the actual construction techniques, safety factors are adopted for designing the strength loading of structural members. If safety factors are too conservative, the extra building materials necessary will result in high construction cost. Thus, there has been a tendency in the construction field to derive a precise buckling load analysis model of member in order to establish accurate safety factors. A numerical analysis model, using modal analysis to acquire the dynamic function calculated by dynamic parameter to get the buckling load of member, is proposed in this paper. The fixed and simple supports around the circular plate are analyzed by this proposed method. And then, the Monte Carlo method and the normal distribution method are used for random sampling and measuring errors of numerical simulati 相似文献
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Based on Hertz contact theory, a method to determine the parameters of Kelvin impact model for seismic pounding analysis of bridges is proposed. The impact stiffness of Kelvin model is determined by the ratio of maximum impact force to maximum contact deformation, which is calculated based on Hertz contact theory with considering the vibration effect. The restitution coefficient which has great influence on the damping coefficient of Kelvin impact model is investigated by numerical analysis. Numerical results indicate that the impact stiffness of Kelvin impact model increases with the increment of the Hertz contact stiffness, approaching velocity or the length ratio of short to long girders. Vibration effect has remarkable influence on the impact stiffness and cannot be neglected. The restitution coefficient decreases when approaching velocity increases or the length ratio of short girder to long girder decreasing. The practical ranges of impact stiffness and restitution coefficient are obtained as 3×108-6×108 N/m and 0.6-0.95 respectively. 相似文献