首页> 外文OA文献 >Experimental Study of the Mechanical Behaviour of Double Twisted Steel Mesh Gabions

【2h】

Experimental Study of the Mechanical Behaviour of Double Twisted Steel Mesh Gabions

机译：双绞钢丝网石笼力学行为的实验研究

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
Mazzon Nicola; Ferraiolo Francesco; Vicari Marco;
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. From manufacturing double-twisted mesh gabions to becoming an engineering partner [J] . Edoardo Zannoni, Adriano Gilli, Errol Jcnkinson Civil Engineering . 2018,第3期

机译：从制造双绞网格石笼到成为工程合作伙伴
2. From manufacturing double-twistedmesh gabions to becoming?anengineering partner [J] . Edoardo Zannoni, Adriano Gilli, Errol Jenkinson Civil Eengineering . 2018,第3期

机译：从制造双网眼石笼网到成为工程合作伙伴
3. Experimental study of the uniaxial compressive behaviour of DH36 steel plates with mechanically induced pits [J] . Yang Yang, Huang Ruixin, He Zheng Ocean Engineering . 2020,第Mara15期

机译：DH36钢板与机械诱导坑的单轴压缩行为的实验研究
4. Experimental study of the mechanical behaviour of double twisted steel mesh gabions [C] . Nicola Mazzon, Francesco Ferraiolo, Marco Vicari Italian Conference on Researchers in Geotechnical Engineering . 2016

机译：双绞线网族力学行为的实验研究
5. Experimental measurement and micromechanical modelling of the creep deformation behaviour of AISI type 310 stainless steel and pure polycrystalline magnesium. [D] . Shi, Longquan. 1994

机译：AISI 310型不锈钢和纯多晶镁的蠕变变形行为的实验测量和微力学建模。
6. Inhibition behaviour of mild steel by three new benzaldehyde thiosemicarbazone derivatives in 0.5 M H2SO4: experimental and computational study [O] . H. H. Zhang, C. K. Qin, Y. Chen, 2019

机译：三种新的苯甲醛硫代半碳酰胺衍生物在0.5 M H2SO4中对低碳钢的抑制行为：实验和计算研究
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。

Experimental Study of the Mechanical Behaviour of Double Twisted Steel Mesh Gabions

著录项

引文网络

相似文献

相关主题

期刊订阅