期刊文献+
共找到4篇文章
< 1 >
每页显示 20 50 100
普速铁路钢轨伤损的分布规律 被引量:8
1
作者 田常海 张金 +3 位作者 俞喆 李闯 梁旭 林云蕾 《铁道建筑》 北大核心 2020年第7期115-117,共3页
根据上海局提供的钢轨库、伤损库、曲线库、运量库以及2004—2016年间上道及下道线路钢轨情况,对局管内京沪线、沪杭线及全局普速铁路钢轨伤损情况进行了全面统计分析。结果表明:京沪线和沪杭线的主要伤损类型为焊接伤损、核伤和孔裂,... 根据上海局提供的钢轨库、伤损库、曲线库、运量库以及2004—2016年间上道及下道线路钢轨情况,对局管内京沪线、沪杭线及全局普速铁路钢轨伤损情况进行了全面统计分析。结果表明:京沪线和沪杭线的主要伤损类型为焊接伤损、核伤和孔裂,控制钢轨伤损主要是提高铝热焊和气压焊的焊接质量以及胶结绝缘接头质量,按目标廓形对钢轨进行周期性打磨;冬季钢轨伤损率明显大于夏季钢轨伤损率;站区线路每公里钢轨平均伤损量是区间线路的6.5倍;每公里钢轨伤损量与累计通过总质量呈二次函数关系,累计通过总质量8~10亿t时钢轨垂磨量约为3.5~4.5 mm,远未达到钢轨垂磨重伤标准11 mm。 展开更多
关键词 普速铁路 伤损规律 统计分析 60 kg/m钢轨 钢轨 累计通过总质量
下载PDF
在役U75V和U71Mn钢轨伤损及其统计分析方法 被引量:10
2
作者 刘学文 田常海 邹定强 《中国铁道科学》 EI CAS CSCD 北大核心 2007年第6期19-24,共6页
利用获得的年钢轨伤损量与对应累计通过总重和每日记录的钢轨伤损量与对应的累计通过总重的数据,研究钢轨发生伤损的特点并进行误差分析。结果表明:在累计通过总重较大时,钢轨累计伤损量与累计通过总重服从二次函数拟合关系,其导数表示... 利用获得的年钢轨伤损量与对应累计通过总重和每日记录的钢轨伤损量与对应的累计通过总重的数据,研究钢轨发生伤损的特点并进行误差分析。结果表明:在累计通过总重较大时,钢轨累计伤损量与累计通过总重服从二次函数拟合关系,其导数表示钢轨重伤速率,是累积通过总重的一次函数,钢轨重伤量不会有突变点(拐点),不会迅速进入到疲劳状态,但随累积通过总重的增加呈二次方增加。应用二次函数拟合累计伤损量与累计通过总重的方法推导出钢轨伤损的拟合公式,据此可获得具体线路对应一定通过总重下的钢轨伤损量。 展开更多
关键词 钢轨 伤损规律 加权统计 U75V U71Mn
下载PDF
New constitutive model for the study of creeping solids
3
作者 王世文 杨兆建 冯建玲 《Journal of Coal Science & Engineering(China)》 2002年第1期59-62,共4页
In this paper, a incremental form of constitutive laws for creeping studies are proposed. The equations are based on the concept of creep hardening surface. Damage effects were introduced to the new constitutive relat... In this paper, a incremental form of constitutive laws for creeping studies are proposed. The equations are based on the concept of creep hardening surface. Damage effects were introduced to the new constitutive relations to study solids creeping effects with pre-existing damages. The present formula is easy to be adopted into other numerical procedures such as finite element methods. 展开更多
关键词 CREEP constitutive law DAMAGE
下载PDF
Stochastic response analysis of damaged elastic beams
4
作者 TIAN YanPing FU YiMing 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第6期1618-1623,共6页
Great progress has been made in study on dynamic behavior of the damaged structures subject to deterministic excitation.The stochastic response analysis of the damaged structures,however,has not yet attracted people&#... Great progress has been made in study on dynamic behavior of the damaged structures subject to deterministic excitation.The stochastic response analysis of the damaged structures,however,has not yet attracted people's attention.Taking the damaged elastic beams for example,the analysis procedure for stochastic response of the damaged structures subject to stochastic excitations is investigated in this paper.First,the damage constitutive relations and the corresponding damage evolution equation of one-dimensional elastic structures are briefly discussed.Second,the stochastic dynamic equation with respect to transverse displacement of the damaged elastic beams is deduced.The finite difference method and Newmark method are adopted to solve the stochastic partially-differential equation and corresponding boundary conditions.The stochastic response characteristic,damage evolution law,the effect of noise intensity on damage evolution and the first-passage time of damage are discussed in detail.The present work extends the research field of damaged structures,and the proposed procedure can be generalized to analyze the dynamic behavior of more complex structures,such as damaged plates and shells. 展开更多
关键词 damaged elastic beams stochastic response Gaussian white noise first-passage time of damage finite differencemethod
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部