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spring model中文是什么意思

  • 弹簧模型

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  • Focusing on the research of the physically based modeling with which to model clothes , the author proposes an improved mass - spring model based on rectangle grid and develops a new collision detection and response method based on local adaptive subdivision
    作者分析了基于物理模型的布料模拟的基本步骤包括造型、运动控制、碰撞检测与响应处理,研究了基于矩形网格的局部自适应细分与合并的布料模拟方法。
  • Beam - spring model can simulate the tie - in by predigesting the tie - in of lining to three springs including axial spring , tangent spring and resisting bending spring , but there is a defect that it can " t simulate the partiality of bolt in lining
    ( 2 )梁?弹簧模型可以通过将管片接头处简化成三个弹簧:轴向弹簧、切向弹簧及抗弯弹簧来模拟接头,但是它本身存在一个缺点就是无法模拟实际中管片上螺栓的偏心情况。
  • In this thesis 3d non - linear fem ( finite element method ) and 3d rbsm ( rigid body - spring model ) are used to conduct the following research work : 1 . the mesh generation program of fem is improved in the aspects of visualization and systematization . 2
    1 、对有限元前处理作了改进,实现了有限元前处理工作的可视化和流程化等,实现了在visualfortran中对autocad的直接调用和控制,实现了对三维规则体的自动剖分。
  • To overcome the serious weakness representing cloth properties simply of previous model , the improved mass - spring model considers mechanical properties of cloth such as stretching , shearing and bending with different stiffness of spring , which can improve the realistic effect
    改进的质点-弹簧模型克服了原有模型对织物的材料性能表达单一的缺点,考虑了拉伸、剪切、弯曲等力学性能对布料外观的影响,有效提高模拟的真实感效果。
  • Based on the full - depth / part - depth shear spring model proposed by luo weide and the theoretical corealation between the pile base resistance and the pile base settlement presented by randolph , a elastic analytical approach for computing the pile compression is conducted
    本文利用罗惟德全深度? ?变深度剪切弹簧模型推导了桩身压缩量的弹性理论解析计算方法,选用randolph的桩端沉降与桩端阻力的关系,利用荷载传递法推导了桩身压缩量的数值计算方法。
  • To characterize the local discontinuity due to the crack , a rotational spring model is proposed to model the crack , on the basis , a method for crack identification is presented in this paper , which makes use of the driving - point mechanical impedance characters of the cracked beam stimulated by harmonic force
    为了描述由裂纹引起的梁中波传播的不连续特性,引入弯曲弹簧模型来模拟裂纹,并在此基础上提出了利用梁结构驱动点阻抗特性的裂纹损伤识别方法。
  • The author first proposes an improved mass - spring model developed for rectangle meshes based on the survey of cloth modeling methods , by which the simulation of cloth is formulated unifiedly . the dynamic system of modeling and simulation is derived and solved using time differentiate method , with given composition and expression of internal and external cloth forces in the formulation
    在此基础上作者提出改进的基于矩形域的质点-弹簧模型,利用该模型统一建立了布料真实感模拟方程,给出方程中质点所受内力和外力的组成与表达式以及动态系统的推导和求解过程,并且描述了模拟的具体实现算法。
  • This paper presents a method to calculate elastodynamic fracture parameters of surface crack by using the elastic line - spring model combined with perfect ansys software . the main content includes : the traditional line - spring model which is used in the static analysis of surface crack is extended to the dynamic case , the corresponding constitutive relations are derived and combined with the software ansys , and then the corresponding computational technique is formulated
    本文将线弹簧模型与有限元软件ansys相结合,对弹性表面裂纹的动态断裂参量进行了研究,所进行的工作主要有:将传统的用于静态表面裂纹分析的线弹簧模型推广用于动态断裂分析,导出了相应的线弹簧本构关系,并与有限元( ansys )相结合,建立了相应的求解技术。
  • Specifically , first the textile is discretized and then the improved mass - spring model is introduced and the texture coordinates are specified for the critical points on the textile . after that , the 3d positions of these critical points are computed while the other points are interpolated using nurbs surface
    具体来说首先离散化表示织物,然后引入改进的质点-弹簧模型并为织物上的关键质点指定纹理坐标,再求出这些关键质点的三维位置,而其它的点通过nurbs曲面进行插值来显示。
  • Considering different soil spring models for vertical fault movement and horizontal fault movement , two damage cases of pe pipeline in ji - ji earthquake have also been simulated . the large deformation of a buried pipeline under fault movement is investigated in the 4th chapter . to examine the inelastic behavior of buried pipelines , the parametric studies on pipe material property , diameter ( d ) , diameter - to - thickness ratio ( d / t ) , crossing angle ( ) , as well as soil stiffness , have been conducted using a shell - spring fem method
    对于0 p三90 ”的情况,当断层位移相对管径还不是很大时(管子内的弯曲应变与轴向拉伸应变相差不大的情况) ,断层附近管子变形形式与梁相似;当断层位移相对管径很大时(管子以轴向拉伸应变为主的情况) ,断层附近的管子轴线变形为一圆弧,管子表现得像一条没有弯曲刚度的索。
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Last modified time:Sun, 10 Aug 2025 00:29:56 GMT

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