Scaling of Sea Ice Fracture—Part II: Horizontal Load From Moving Ice

Author:

Bazˇant Z. P.1

Affiliation:

1. Walter P. Murphy Professor of Civil Engineering and Materials Science, Northwestern University, Evanston, IL 60208

Abstract

Continuing the analysis of fracture size effect in Part I, which was focused on the maximum force in vertical penetration of ice, Part II tackles the problem maximum force that can be applied by a moving ice plate on an obstacle presented by a fixed structure. Based on an asymptotic approach, approximate solutions for are obtained for the size effects of ice thickness, effective structure diameter and, in the case of a finite ice floe, the size of the floe.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Cited by 4 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. Are probabilistic methods a way to get rid of fudge factors? Part I: Background and theory;International Journal of Adhesion and Adhesives;2022-12

2. Design of quasibrittle materials and structures to optimize strength and scaling at probability tail: an apercu;Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences;2019-04

3. Parallel channels' fracturing mechanism during ice management operations. Part I: Theory;Cold Regions Science and Technology;2018-12

4. Concrete–ice abrasion mechanics;Cement and Concrete Research;2015-07

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