课题基金 / 基金详情

基于非局部理论的瓷石矿滑坡的高阶自适应物质点法研究

批准号:
12102160
项目类别:
青年科学基金项目(C类)
资助金额:
30.0 万元
负责人:
何里沙
依托单位:
学科分类:
计算固体力学
结题年份:
2024
批准年份:
2021
项目状态:
已结题
项目参与者:
何里沙

项目摘要

结项摘要

何里沙的其他基金

相似基金

相关文献

中文摘要
数值模拟通常被作为一种预测并防护瓷石矿滑坡的重要手段,但当模拟其滑坡全过程时,经典局部理论往往面临软化带出现尺寸效应的挑战。本研究提出在物质点法中引入光滑算子减少算法的数值振荡,并利用光滑算子所含的粒子近似计算应变梯度,以结合非局部本构克服尺寸效应。采用高阶形函数解决物质点法固有的粒子穿越问题,通过室内试验确定瓷石矿的抗剪强度,以模拟瓷石矿滑坡的大变形全过程,并探究其破坏机理。显然地,光滑算子的引入将影响计算效率,本项目还将对算法进行空间自适应优化,并结合龙格库塔-切比雪夫时间积分在时域上进行优化,提高算法的精度及效率,最终建立一个在空间、时间双重自适应的高阶改进物质点法。以江西省弋阳县大型瓷石矿为研究对象,通过本算法来模拟其滑坡从产生到发展再到稳定的整个运动过程,探究其大变形破坏的诱因机理,预测将造成的破坏面和损失,揭示瓷石矿滑坡的力学演化过程,为瓷石矿的开采工程及边坡设计提供理论支撑。
英文摘要
Numerical simulation is usually used as an important means to predict and protect the landslide of porcelain stone mine. However, the classical local theory often face the challenges of mesh dependence for the softening zone, when simulating the whole process of the landslide. In this research, the smoothing reconstruction is introduced into the Material Point Method to reduce the unphysical oscillation. In order to overcome the mesh dependence by using the nonlocal model, the nonlocal model is adopted by use the particle approximation in the smoothing reconstruction to calculate the strain gradient. High-order shape function would be applied to overcome the inherent drawback of the Material Point Method, the particle crossing. The shear strength of porcelain stone would be determined by the laboratory test. The large deformation of the porcelain stone landslide will be simulated by the proposed algorithm, to explore the failure mechanism. Obviously, the introduction of the smoothing reconstruction would affect the computational cost. Therefore, the algorithm would be developed to be adaptively in spatial discretization to improve the efficiency. The Runge-kutta Chebyshev would be then applied to optimized the algorithm in time domain to improve the accuracy and efficiency. Finally, a high-order improved Material Point Method with time-space adaptivity would be established. Taking the large deformation of porcelain ore in the Yiyang County of Jiangxi Province as the research object, the proposed algorithm is applied to simulate the whole movement of the landslide, in order to explore the inducement mechanism of large deformation and predict the failure surface and the loss caused by flandslide. The mechanical evolution of porcelain ore slope would be reveals by applying the proposed method. In the end, theoretical support would be provided for the mining and slop design of the porcelain ore in this research.
目前关于滑坡的数值模拟通常采用经典的局部本构。然而采用经典局部理论的传统算法通常面临着软化带的尺寸效应问题。为解决这一问题,本项目通过在物质点法中引入光滑算子,建立光滑物质点算法(SMPM),克服了传统物质点法在处理大变形问题时存在的粒子穿越、数值振荡等难题;建立了适用于金属压缩的非局部Von-mises应变软化本构,将SMPM算法法与该非局部Von-mises软化本构结合,建立数学模型模拟金属压缩大变形软化过程,解决了模拟经典局部本构中的病态尺寸效应问题;建立了土体弹塑性破坏的非局部Drucker-Prager软化本构,将SMPM算法与该非局部Drucker-Prager软化本构结合,成功对土体滑坡大变形破坏过程进行了高精度的全过程模拟,通过数值模拟探究瓷石矿滑坡的破坏机理,深入揭示了其力学演化过程;开发了结合非局部应变软化本构的SMPM算法程序,可模拟金属大变形、滑坡破坏大变形问题。本项目的研究成果极大的扩展了研究方法,丰富了研究手段,对指导工程中的边坡设计以及规避和降低滑坡带来的灾害损失具有重要的理论意义和科学价值。
漫顶溃决中水—土—泥浆耦合及演化过程的非局部时空自适应SPH
  • 批准号:
    12462016
  • 项目类别:
    地区科学基金项目
  • 资助金额:
    31.00万元
  • 批准年份:
    2024
  • 负责人:
    何里沙
  • 依托单位:
国内基金
海外基金