首页> 外文OA文献 >Investigation on pull‐out behavior and interface critical parameters of polymer fibers embedded in concrete and their correlation with particular fiber properties

【2h】

Investigation on pull‐out behavior and interface critical parameters of polymer fibers embedded in concrete and their correlation with particular fiber properties

机译：混凝土中嵌入聚合物纤维的拉出行为和临界关键参数的研究及其与特定纤维性能的相关性

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
Michael Sigrüner; Dirk Muscat; Nicole Strübbe;
展开▼
作者单位

展开▼
年度 2021
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. Investigation on pull-out behavior and interface critical parameters of polymer fibers embedded in concrete and their correlation with particular fiber properties [J] . Sigruener Michael, Muscat Dirk, Struebbe Nicole Journal of Applied Polymer Science . 2021,第27a28期

机译：混凝土中嵌入的聚合物纤维的拉出行为和界面临界参数的研究及其与特定纤维性能的相关性
2. Bond-slip behavior of fiber-reinforced polymer/concrete interface in single shear pull-out and beam tests [J] . Mohammadi Tayyebeh, Wan Baolin, Harries Kent A. Journal of Reinforced Plastics and Composites . 2016,第5期

机译：纤维增强聚合物/混凝土界面在单剪拉力和梁测试中的粘结滑移行为
3. Pull-out and bond-slip performance of steel fibers with various ends shapes embedded in polymer-modified concrete [J] . Esmaeili Jamshid, Andalibi Keyvan, Gencel Osman, Construction and Building Materials . 2021,第Feba15期

机译：钢纤维的拉出和粘合性能，各种端部嵌入聚合物改性混凝土中的形状
4. INVESTIGATION OF THE BONDING BEHAVIOR OF MODIFIED POLYPROPYLENE TO A CONCRETE MATRIX BY SINGLE FIBER PULL OUT TESTS [C] . Michael Sigruener, Dirk Muscat, Nicole Struebbe SAMPE Rurope Conference Amsterdam . 2020

机译：单纤维拉出试验对改性聚丙烯对混凝土基质的粘合行为的研究
5. Multi-scale Pull-out Behaviors of Fiber and Steel Reinforcing Bar in Hybrid Fiber Reinforced Concrete [D] . Lin, Alexander. 2017

机译：混合纤维混凝土中纤维钢筋钢筋的多尺度拉出行为
6. Mechanical Properties and Resistance to Acid Corrosion of Polymer Concrete Incorporating Ceramsite Fly Ash and Glass Fibers [O] . Yinong Shen, Bo Liu, Jianfu Lv, 2019

机译：掺陶石粉煤灰和玻璃纤维的聚合物混凝土的机械性能和耐酸腐蚀性能
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。

Investigation on pull‐out behavior and interface critical parameters of polymer fibers embedded in concrete and their correlation with particular fiber properties

著录项

相似文献

相关主题

期刊订阅