首页> 外文OA文献 >Study of the Effect of Different Concrete Treatment Methods on Concrete Compressive Strength

【2h】

Study of the Effect of Different Concrete Treatment Methods on Concrete Compressive Strength

机译：不同混凝土处理方法对混凝土抗压强度的影响研究

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
Irawan Irawan saputra;
展开▼
作者单位

展开▼
年度 2020
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. Comparative Study on Effect of Cooling Methods on Compressive Strength of Standard And High Strength Concrete Subjected To Real Fire [J] . Jagadeesh chenchala, V. Sowjanya Vani American Journal of Engineering Research . 2017,第12期

机译：冷却方法对标准和高强度混凝土真实火灾抗压强度影响的比较研究
2. Influence of concrete strength and confinement method on axial compressive behavior of FRP confined high- and ultra high-strength concrete [J] . Thomas Vincent, Togay Ozbakkaloglu Composites . 2013,第jula期

机译：混凝土强度和约束方法对FRP约束高，超高强度混凝土轴向压缩性能的影响
3. A Study on Compressive Strength and Strain Behavior of Concrete at High Temperatures -Chapter 4 Strain of Compressive Concrete Exposed to Heat- [J] . Shintaro Michikoshi ire Science and Technology . 2008,第2期

机译：高温下混凝土抗压强度和应变特性的研究-第4章受热混凝土的应变-
4. Experimental Study on compressive strength recovery effect of fire-damaged high strength concrete after realkalisation treatment [C] . Yan Xiong, Sui Deng, Di Wu International Conference on Performance-based Fire and Fire Protection Engineering . 2016

机译：RealKalisation治疗后火灾损坏高强度混凝土压压强度回收效应的实验研究
5. Recalibration of the Unit Strength Method for Determining the Compressive Strength of Grouted Concrete Masonry. [D] . Ross, Michael David. 2013

机译：用于确定灌浆混凝土砌体抗压强度的单位强度法的重新校准。
6. Compressive Strength Chloride Permeability and Freeze-Thaw Resistance of MWNT Concretes under Different Chemical Treatments [O] . Xingang Wang, Inkyu Rhee, Yao Wang, -1

机译：不同化学处理条件下MWNT混凝土的抗压强度氯化物渗透性和抗冻融性
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。

Study of the Effect of Different Concrete Treatment Methods on Concrete Compressive Strength

著录项

引文网络

相似文献

相关主题

期刊订阅