首页> 外文OA文献 >Sliding Wear Analysis of Ultra High Strength Steel Using Full Factorial Design Approach

【2h】

Sliding Wear Analysis of Ultra High Strength Steel Using Full Factorial Design Approach

机译：全因子设计方法超高强度钢的滑动磨损分析

代理获取

本网站仅为用户提供外文OA文献查询和代理获取服务，本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文，但由于OA文献来源多样且变更频繁，仍可能出现获取不到、文献不完整或与标题不符等情况，如果获取不到我们将提供退款服务。请知悉。

页面导航

著录项
引文网络
相似文献
相关主题

著录项

作者
Varun Sharma; Subodh Kumar; A.S. Shahi;
展开▼
作者单位

展开▼
年度 2016
总页数
原文格式 PDF
正文语种
中图分类

相似文献

外文文献
中文文献
专利

1. Sliding Wear Analysis of Ultra High Strength Steel Using Full Factorial Design Approach [J] . Varun Sharma, Subodh Kumar, A.S. Shahi MATEC Web of Conferences . 2016,第2016期

机译：基于全因子设计方法的超高强度钢滑动磨损分析
2. A systematic approach to design against wear for Powder Metallurgy (PM) steel parts: The case of dry rolling-sliding wear [J] . Ilaria Cristofolini, Alberto Molinari, Giovanni Straffelini, Materials & design . 2011,第4期

机译：粉末冶金（PM）钢零件的抗磨损设计的系统方法：干式滚动滑动磨损的情况
3. Slurry wear behaviour of steels---a computer aided-factorial design approach [J] . R. Dasgupta, D. P. Mondal, A. Roy Wear: an International Journal on the Science and Technology of Friction, Lubrication and Wear . 1999,第2期

机译：钢的浆料磨损行为---计算机辅助因子设计方法
4. Sliding Wear Response of Beryl Reinforced Aluminum Composite - A Factorial Design Approach [C] . V. Bharat, B. Durga Prasad, Prabhakar M.Bhovi International Manufacturing Engineering Conference . 2016

机译：Beryl加筋铝合金复合材料的滑动磨损 - A因子设计方法
5. Friction, wear and strengthening of single crystal sapphire sliding on steel. [D] . Janon, Franck. 1988

机译：在钢上滑动的单晶蓝宝石的摩擦，磨损和强化。
6. A high-strength silicide phase in a stainless steel alloy designed for wear-resistant applications [O] . D. Bowden, Y. Krysiak, L. Palatinus, -1

机译：专为耐磨应用设计的不锈钢合金中的高强度硅化物相
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Sliding Wear, Toughness and Microstructural Relationships in High Strength Fe/Cr/C Experimental Steels [R] . Salesky, W. J. 1980

机译：高强度Fe / Cr / C实验钢的滑动磨损，韧性和显微组织关系

Sliding Wear Analysis of Ultra High Strength Steel Using Full Factorial Design Approach

著录项

引文网络

相似文献

相关主题

期刊订阅