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Experimental Analysis of Space Trusses Using Spacers of Concrete with Steel Fiber and Sisal Fiber

机译：用钢纤维和剑麻纤维使用混凝土间隔的空间桁架实验分析

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Welington V. Silva; Ramon Silva; Luciano M. Bezerra; Cleirton A. S. Freitas; Jorge Bonilla;
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1. EXPERIMENTAL ANALYSIS OF SPACE TRUSSES WITH TYPICAL CONNECTIONS REINFORCED WITH STEEL AND SISAL-RESIN SPACERS [J] . Advanced Steel Construction: An International Journal . 2019,第4期

机译：钢和剑麻树脂加强的典型连接空间桁架的实验分析
2. Experimental analysis of fiber-reinforced recycled aggregate self-compacting concrete using waste recycled concrete aggregates, polypropylene, and steel fibers [J] . Aslani Farhad, Hou Lijun, Nejadi Shami, Structural concrete . 2019,第5期

机译：使用废再生混凝土骨料，聚丙烯和钢纤维的纤维增强再生骨料自密实混凝土的实验分析
3. Fiber-reinforced concrete incorporating locally available natural fibers in normal- and high-strength concrete and a performance analysis with steel fiber-reinforced composite concrete [J] . Islam S.M., Hussain R.R., Morshed M.A.Z. Journal of Composite Materials . 2012,第1期

机译：纤维增强混凝土，在普通和高强度混凝土中掺入了本地可用的天然纤维，并采用钢纤维增强复合混凝土进行了性能分析
4. Sisal Fiber as Steel Bar Replacement of Lightweight Concrete under Flexural Loading [C] . MURTIADI Suryawan, AKMALUDDIN International Conference on Rehabilitation and Maintenance in Civil Engineering . 2016

机译：Sisal纤维作为钢筋更换轻质混凝土在弯曲载荷下
5. Experimental and Numerical Study of Steel Fiber Reinforced Concrete Structures Subjected to Internal Explosion [D] . ?Moon, Nikhil Vasant 2020

机译：内部爆炸钢纤维钢筋混凝土结构的实验与数值研究
6. Experimental Analysis of Space Trusses Using Spacers of Concrete with Steel Fiber and Sisal Fiber [O] . Welington V. Silva, Ramon Silva, Luciano M. Bezerra, 2020

机译：钢剑麻与剑麻纤维隔层空间桁架的试验分析。
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. Development Testing and Analysis of Steel-Fiber-Reinforced Concrete Mine Support Members. Support System Design and Results of Laboratory Investigation and Full-Scale Testing [R] . Anderson, G. L. , Smelser, T. W. 1980

机译：钢纤维混凝土矿山支护构件开发试验与分析。支持系统设计和实验室调查和全面测试的结果

Experimental Analysis of Space Trusses Using Spacers of Concrete with Steel Fiber and Sisal Fiber

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