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A theoretical model for the estimation of maximum impact force from a rockfall based on contact theory

机译:基于接触理论的落石最大冲击力估算理论模型

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摘要

Rockfall poses a great threat to buildings and personal security.To understand the dynamic characteristics of rockfalls is a prerequisite for disaster prevention and assessment.Models for rockfalls in different forms are established based on the theory of rigid body motion.The equivalent velocity considering the rotational effect is determined by the energy ratio.Besides,considering plastic deformation and nonlinear hardening,the maximum impact force is estimated based on the Hertz contact theory.Then,a case study is carried out to illustrate the applicability of the model and sensitive analyses on some affecting parameters are also made.Calculation results show that the maximum impact force increases with the increasing of incident velocity,angle and slope gradient reflected by the changing of energy ratio.Moreover,the model for the estimation of maximum impact force is validated by two different scales of experiments and compared with other theoretical models.Simulated maximum impact forces agree well with the experiments.
机译:落石对建筑物和人身安全构成重大威胁。了解落石的动态特性是进行灾害预防和评估的前提。基于刚体运动理论建立了不同形式的落石模型。效果由能量比决定。此外,考虑塑性变形和非线性硬化,根据赫兹接触理论估算最大冲击力。然后,通过案例研究说明该模型的适用性,并对某些模型进行敏感性分析。计算结果表明,最大冲击力随能量比的变化反映出的入射速度,角度和坡度的增大而增大。此外,通过两种不同的方法验证了最大冲击力的估算模型。实验规模并与其他理论模型进行比较。模拟的最大影响部队与实验吻合得很好。

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  • 来源
    《山地科学学报(英文版)》 |2018年第2期|430-443|共14页
  • 作者单位

    State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China;

    College of Water Resource and Hydropower, Sichuan University, Chengdu 610065, China;

    State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China;

  • 收录信息 中国科学引文数据库(CSCD);中国科技论文与引文数据库(CSTPCD);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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