首页> 外文OA文献 >The level of effect of tightening of steel reinforcing a 16mm gauge when the reinforced concrete is exposed to fire with varying concrete cover distance: مدى تأثر قوى الشد لحديد تسليح قياس 16مم عند تعرض الخرسانة المسلحه به للنار مع أختلاف مسافة الغطاء الخرساني

【2h】

The level of effect of tightening of steel reinforcing a 16mm gauge when the reinforced concrete is exposed to fire with varying concrete cover distance: مدى تأثر قوى الشد لحديد تسليح قياس 16مم عند تعرض الخرسانة المسلحه به للنار مع أختلاف مسافة الغطاء الخرساني

机译：当钢筋混凝土覆盖距离暴露于16毫米测量加固时，钢的钢筋加固水平加强16mm尺寸。

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
相似文献
相关主题

著录项

作者

展开▼
作者单位

展开▼
年度 2017
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. Behaviour of Fire-Exposed Reinforced Concrete Joints with Varying Anchorage Details Subjected to Exterior Column Removal [J] . Zhi Li, Yan Tan, Jingsi Huo, Fire Technology . 2020,第4期

机译：燃烧钢筋混凝土接头的行为，不同的锚固细节进行外部柱去除
2. Experimental and Numerical Studies of Reinforced Concrete Columns Confined by Circular Steel Tubes Exposed to Fire [J] . Liu Faqi, Wang Yuyin, Gardner Leroy, Journal of structural engineering . 2019,第11期

机译：火灾下圆形钢管约束钢筋混凝土柱的试验与数值研究
3. Steel fibre reinforced concrete slabs exposed to fire - New findings of heat transfer and load-bearing capacities [J] . Peter Mark, Catherina Thiele, Jasmin Tkocz, Betonwerk + Fertigteil-Technik . 2016,第2期

机译：钢纤维增强混凝土板着火-传热和承载能力的新发现
4. Thermal Properties and Heat Transfer in Concrete Filled Steel Tube Reinforced Concrete Columns Exposed to Fire [C] . Kai Xiang, Guo-Hui Wang, Yan-Chong Pan International Conference on Intelligent Computation Technology and Automation . 2014

机译：火灾中的钢管混凝土柱的热性能和热传递
5. FINITE ELEMENT ANALYSIS OF FIRE-EXPOSED REINFORCED CONCRETE COLUMN (REINFORCED CONCRETE). [D] . KISHYSH, KADHUM OTHMAN. 1986

机译：火灾后钢筋混凝土柱（钢筋混凝土）的有限元分析。
6. Properties of Concretes Incorporating Recycling Waste and Corrosion Susceptibility of Reinforcing Steel Bars [O] . Zinoviy Blikharskyy, Khrystyna Sobol, Taras Markiv, 2021

机译：加固钢筋再循环废料及腐蚀易感性的混凝土的性能
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。

著录项

相似文献

相关主题

期刊订阅