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Experimental Investigation on Mechanical Properties of Hybrid Steel and Polyethylene Fiber-Reinforced No-Slump High-Strength Concrete

机译：混合钢和聚乙烯纤维增强无坍塌高强度混凝土力学性能实验研究

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Tian-Feng Yuan; Jin-Young Lee; Kyung-Hwan Min; Young-Soo Yoon;
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1. Experimental Investigation on Mechanical Properties of Hybrid Steel and Polyethylene Fiber-Reinforced No-Slump High-Strength Concrete [J] . Tian-Feng Yuan, Jin-Young Lee, Kyung-Hwan Min, International Journal of Polymer Science . 2019,第1期

机译：混合钢和聚乙烯纤维增强无坍塌高强度混凝土力学性能实验研究
2. Effects of Single and Hybrid Steel Fiber Lengths and Fiber Contents on the Mechanical Properties of High-Strength Fiber-Reinforced Concrete [J] . Kyoung-Chul Kim, In-Hwan Yang, Changbin Joh Advances in civil engineering . 2018,第3期

机译：单根和混合钢纤维长度和纤维含量对高强度纤维增强混凝土力学性能的影响
3. Effects of Single and Hybrid Steel Fiber Lengths and Fiber Contents on the Mechanical Properties of High-Strength Fiber-Reinforced Concrete [J] . Kim Kyoung-Chul, Yang In-Hwan, Joh Changbin Advances in civil engineering . 2018,第PTa2期

机译：单根和混合钢纤维长度和纤维含量对高强度纤维增强混凝土力学性能的影响
4. Experimental study on mechanical properties of steel and polypropylene fiber-reinforced concrete [C] . Liang Shan, Liang Zhang International Conference on Civil Engineering, Architecture and Building Materials . 2014

机译：钢和聚丙烯纤维钢筋混凝土力学性能试验研究
5. A practical engineering model to predict the tensile strength of steel fiber-reinforced concrete from the mechanical properties of its constituent materials. [D] . Mousa, Belal Rashied. 1994

机译：一种实用的工程模型，可根据其组成材料的机械性能预测钢纤维增强混凝土的抗拉强度。
6. Mechanical Behavior and Failure Mode of Steel–Concrete Connection Joints in a Hybrid Truss Bridge: Experimental Investigation [O] . Yingliang Tan, Bing Zhu, Le Qi, 2020

机译：混合桁架桥钢-混凝土连接节点的力学行为和破坏模式：实验研究
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。
8. Experimental Plan for Testing the Mechanical Properties of High-Strength Concrete211 at Elevated Temperatures [R] . Phan, L. T., Peacock, R. D. 1999

机译：高温下高强混凝土211力学性能试验方案

Experimental Investigation on Mechanical Properties of Hybrid Steel and Polyethylene Fiber-Reinforced No-Slump High-Strength Concrete

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