Semi-analytical approach for analyzing walking load

被引:0
|
作者
Liang Cao
Y. Frank Chen
Jiepeng Liu
机构
[1] Chongqing University,School of Civil Engineering
[2] The Pennsylvania State University,Department of Civil Engineering
来源
Nonlinear Dynamics | 2021年 / 105卷
关键词
Inverted-pendulum model; Bi-parametric perturbation method; Walking load; Ground reaction force;
D O I
暂无
中图分类号
学科分类号
摘要
In this paper, a bi-parametric perturbation method is proposed to solve the kinematic motions of the human walking load simulated by an inverted-pendulum model consisting of a mass point, spring limbs, and roller feet. In order to establish the kinematic motions of the first and second single- and double-support phases, the Lagrangian variation method is used. Given a set of model parameters, desired walking speed, and initial states, the perturbation solution is used to study the influences of roller radius, stiffness, impact angle, walking speed, and mass on the ground reaction forces (Fz and Fxy), step length, cadence, and duration time. The analytical results show that the peak values of Fz and Fxy are proportional to stiffness, impact angle, and walking speed, but inversely proportional to the roller radius.
引用
收藏
页码:1483 / 1501
页数:18
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