Can Thickness Froude Number be an Influencing Parameter of Ice-Induced Pressure on Vertical Structure?

A. Arunachalam, M. Graham
{"title":"Can Thickness Froude Number be an Influencing Parameter of Ice-Induced Pressure on Vertical Structure?","authors":"A. Arunachalam, M. Graham","doi":"10.5957/icetech-2008-110","DOIUrl":null,"url":null,"abstract":"Aspects of expressing ice-induced pressure on vertical structures in dimensionless form as a function of dimensionless influencing parameters are discussed. Based on these, a few previously published experimental data of other researchers on sheet-ice interaction with vertical structures are analyzed, with particular emphasis on the influence of thickness Froude number on dimensionless ice-induced pressure. The data analyzed in this paper, were obtained using fresh-water ice, saline ice, from field and laboratory tests, wherein the ice-thickness-based strain-rate (u/h) varied between 1.0×10-4 sec-1 and 9.0×100 sec-1 while the structure-widthbased strain-rate (u/B) varied from 3.0×10-4 sec-1 to 8.0×100 sec-1. Thus, a wide range of strain rates, from ductile to brittle deformation of ice, has been considered in the analysis. The aspect ratio (B/h) varied from 0.20 to 45 while the contact area varied between 5.0×10-5 m2 to 2.0 m2. The analyses showed that dimensionless ice-induced pressure varies as a decreasing function of increased thickness Froude number, when all other dimensionless independent parameters are held constant. The shape of the indentor was found to have no influence on the dimensionless ice-induced pressure expressed as a function of u/√(gh). The ice-induced pressure data used in this analysis are also presented in dimensional form as a function of pressure-area and as a function of aspect ratio to show the usefulness of expressing parameters in dimensionless form to understand the physics of complex ice-structure interaction problem.","PeriodicalId":262766,"journal":{"name":"Day 2 Mon, July 21, 2008","volume":"8 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2008-07-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Day 2 Mon, July 21, 2008","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.5957/icetech-2008-110","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Aspects of expressing ice-induced pressure on vertical structures in dimensionless form as a function of dimensionless influencing parameters are discussed. Based on these, a few previously published experimental data of other researchers on sheet-ice interaction with vertical structures are analyzed, with particular emphasis on the influence of thickness Froude number on dimensionless ice-induced pressure. The data analyzed in this paper, were obtained using fresh-water ice, saline ice, from field and laboratory tests, wherein the ice-thickness-based strain-rate (u/h) varied between 1.0×10-4 sec-1 and 9.0×100 sec-1 while the structure-widthbased strain-rate (u/B) varied from 3.0×10-4 sec-1 to 8.0×100 sec-1. Thus, a wide range of strain rates, from ductile to brittle deformation of ice, has been considered in the analysis. The aspect ratio (B/h) varied from 0.20 to 45 while the contact area varied between 5.0×10-5 m2 to 2.0 m2. The analyses showed that dimensionless ice-induced pressure varies as a decreasing function of increased thickness Froude number, when all other dimensionless independent parameters are held constant. The shape of the indentor was found to have no influence on the dimensionless ice-induced pressure expressed as a function of u/√(gh). The ice-induced pressure data used in this analysis are also presented in dimensional form as a function of pressure-area and as a function of aspect ratio to show the usefulness of expressing parameters in dimensionless form to understand the physics of complex ice-structure interaction problem.
厚度弗劳德数能否成为垂直结构冰致压力的影响参数?
讨论了以无量纲影响参数的函数形式表达垂直结构冰致压力的各个方面。在此基础上,分析了前人发表的一些关于垂直结构与冰盖相互作用的实验数据,重点研究了厚度弗劳德数对无量纲冰致压力的影响。本文分析的数据来自淡水冰、盐水冰的现场和室内试验,其中基于冰厚的应变速率(u/h)在1.0×10-4 sec-1 ~ 9.0×100 sec-1之间变化,基于结构宽度的应变速率(u/B)在3.0×10-4 sec-1 ~ 8.0×100 sec-1之间变化。因此,在分析中考虑了从冰的延性变形到脆性变形的大范围应变率。纵横比(B/h)为0.20 ~ 45,接触面积为5.0×10-5 ~ 2.0 m2。分析表明,当其他无量纲独立参数保持不变时,无量纲冰致压力随厚度弗劳德数的增加呈递减函数变化。压头的形状对以u/√(gh)为函数表示的无量纲冰致压力没有影响。本分析中使用的冰致压力数据也以压力面积的函数和纵横比的函数的量纲形式表示,以显示以无量纲形式表示参数对理解复杂冰-结构相互作用问题的物理特性的有用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信