The Penn State safety floor: Part I - Design parameters associated with walking deflections

被引:15
作者
Casalena, JA
Ovaert, TC
Cavanagh, PR
Streit, DA [1 ]
机构
[1] Penn State Univ, Dept Mech Engn, University Pk, PA 16802 USA
[2] Penn State Univ, Dept Kinesiol, University Pk, PA 16802 USA
[3] Penn State Univ, Dept Biobehav Hlth, University Pk, PA 16802 USA
[4] Penn State Univ, Dept Med, University Pk, PA 16802 USA
[5] Penn State Univ, Dept Orthopaed, University Pk, PA 16802 USA
[6] Penn State Univ, Dept Rehabil, University Pk, PA 16802 USA
来源
JOURNAL OF BIOMECHANICAL ENGINEERING-TRANSACTIONS OF THE ASME | 1998年 / 120卷 / 04期
关键词
D O I
10.1115/1.2798022
中图分类号
Q6 [生物物理学];
学科分类号
071011 ;
摘要
A new flooring system has been developed to reduce peak impact forces to the hips when humans fall. The new safety floor is designed to remain relatively rigid under normal walking conditions, but to deform elastically when impacted during a fall. Design objectives included minimizing peak force experienced by the femur during a fall-induced impact, while maintaining a maximum of 2 mm of floor deflection during walking. Finite Element Models (FEMs) were developed to capture the complex dynamics of impact response between two deformable bodies. Validation of the finite element models included analytical calculations of theoretical buckling column response, experimental quasi-static loading of full-scale flooring prototypes, and flooring response during walking trials. Finite Element Method results compared well with theoretical and experimental data. Both finite element and experimental data suggest that the proposed safety floor can effectively meet the design goal of 2 mm maximum deflection during walking, while effectively reducing impact forces during a fall.
引用
收藏
页码:518 / 526
页数:9
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