Affiliation:
1. Columbia University, New York, N. Y.
Abstract
Abstract
The approximate theory derived in this paper describes, by means of a “traveling-wave” approach, the behavior of beams under transverse impact. Lateral impact is considered in detail, namely, one in which a section of the beam undergoes a sudden change in velocity or shear force. The theory considers the effects of shear deformations and of rotatory inertia according to Timoshenko’s model, and that of lateral contraction as suggested by Love. The governing equations and the boundary conditions are developed with the aid of an energy-variation technique. Numerical examples are given in which the behavior of the boundary layer near the point of impact is examined. For one of these the exact solution is available and is in agreement with the present approximate results. Some general considerations concerning the velocity of propagation also are discussed.
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Cited by
9 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Estimating shear modulus of yarn on impact by lazy learning;International Journal of Mechanical Sciences;2024-05
2. Impact model for simulation of base isolated buildings impacting flexible moat walls;Earthquake Engineering & Structural Dynamics;2012-06-20
3. Low velocity impact of transversely isotropic beams and plates;International Journal of Solids and Structures;1987
4. Time Dependent Problems;Boundary Element Techniques in Computer-Aided Engineering;1984
5. Considerations on second order beam theories;International Journal of Solids and Structures;1981