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Experimental Study on Compressive Properties of Concrete Using High Strength Ultra Lightweight Aggregate and High Strength Ultra Lightweight Aggregate Strengthened by Fiber

机译：高强超轻骨料和纤维增强高强超轻骨料混凝土抗压性能的试验研究。

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青山将也; 池嵜大輔; 杉山智昭; 中野克彦; 松崎育弘; Aoyama Masaya; Ikezaki Daisuke; Sugiyama Tomoaki; Nakano Katsuhiko; Matsuzaki Yasuhiro;
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年度 2006
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原文格式 PDF
正文语种 jpn
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入库时间 2022-08-20 20:10:51

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1. Compressive strength prediction models of lightweight aggregate concretes using ultrasonic pulse velocity [J] . Zhang Yifan, Aslani Farhad Construction and Building Materials . 2021,第Jula19期

机译：超声脉冲速度轻质聚集混凝土压缩强度预测模型
2. Experimental Study of High-Strength Steel Fiber Lightweight Aggregate Concrete on Mechanical Properties and Toughness Index [J] . Yanxia Ye, Jilei Liu, Zhiyin Zhang, Advances in materials science and engineering . 2020,第9期

机译：高强度钢纤维轻质骨料混凝土对机械性能和韧性指数的实验研究
3. Flexural fatigue behavior of ultra-lightweight cement composite and high strength lightweight aggregate concrete [J] . Sohel K. M. A., Al-Jabri K., Zhang M. H., Construction and Building Materials . 2018,第JUNa10期

机译：超轻水泥复合材料和高强度轻骨料混凝土的弯曲疲劳行为
4. Early age shrinkage properties of highly strengthened aerated lightweight concrete including waste glass aggregates [C] . Y.Kitsutaka, M.Tamura, A.Iihoshi, International workshop on control of cracking in early age concrete . 2002

机译：高度加强的气化轻质混凝土的休眠收缩性能，包括废玻璃聚集体
5. Shear strength of reinforced and prestressed concrete beams with lightweight aggregate concrete. [D] . Malone, Brian Joseph. 1999

机译：钢筋混凝土和预应力混凝土梁与轻质骨料的抗剪强度。
6. Mechanical Properties of Chopped Basalt Fiber-Reinforced Lightweight Aggregate Concrete and Chopped Polyacrylonitrile Fiber Reinforced Lightweight Aggregate Concrete [O] . Yusheng Zeng, Xianyu Zhou, Aiping Tang, 2020

机译：切碎的玄武岩纤维增强轻质骨料混凝土的力学性能和切碎的聚丙烯腈纤维增强的轻质骨料混凝土的力学性能
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。

Experimental Study on Compressive Properties of Concrete Using High Strength Ultra Lightweight Aggregate and High Strength Ultra Lightweight Aggregate Strengthened by Fiber

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