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Experimental Study on the Compression Toughness of the RC Columns Part2 Influence of Lateral Reinforcement Content on the Compressive Strength of Concrete

机译：RC柱抗压强度试验研究（二）侧向钢筋含量对混凝土抗压强度的影响。

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1. Sensitivity of lateral impact response of RC columns reinforced with GFRP bars and stirrups to concrete strength and reinforcement ratio [J] . Pham Thong M., Chen Wensu, Elchalakani Mohamed, Engineering Structures . 2021,第Sepa1期

机译：用GFRP棒和搅拌器加固RC柱的横向冲击响应的敏感性和混凝土强度和加固率
2. Experimental study on flexural behavior of damaged reinforced concrete (RC) beam strengthened by toughness-improved ultra-high performance concrete (UHPC) layer [J] . Composites . 2020,第Apra1期

机译：韧性改进的超高性能混凝土（UHPC）层增强受损钢筋混凝土（RC）梁的抗弯性能的试验研究
3. A Study on Compressive Strength and Strain Behavior of Concrete at High Temperatures -Chapter 5 Thermal Stress Analysis of RC Column Members- [J] . Shintaro Michikoshi ire Science and Technology . 2008,第2期

机译：高温混凝土抗压强度和应变特性的研究-第5章钢筋混凝土柱构件的热应力分析-
4. Experimental Study on Axial Compression Performance of Full-scale Square Columns of Reinforced Concrete Confined by High-strength Reinforcement Hoops [C] . Zhenbao Li, Wenjing Wang, Weijing Zhang, International Conference on Structures and Building Materials(ICSBM) . 2012

机译：高强度加固箍掺压钢筋混凝土全尺度方柱轴向压缩性能的实验研究
5. The influence of concrete strength and longitudinal reinforcement ratio on the shear strength of large-size reinforced concrete beams with, and without, transverse reinforcement. [D] . Angelakos, Dino. 1999

机译：混凝土强度和纵向配筋率对带有或不带有横向钢筋的大型钢筋混凝土梁抗剪强度的影响。
6. High Strength Concrete Columns under Axial Compression Load: Hybrid Confinement Efficiency of High Strength Transverse Reinforcement and Steel Fibers [O] . Wisena Perceka, Wen-Cheng Liao, Yo-de Wang 2016

机译：轴向压缩载荷下的高强度混凝土柱：高强度横向钢筋与钢纤维的混合约束效率
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. Influence of Juvenile Wood Content on Shear Parallel, Compression, and Tension Transverse to Grain Strength and Mode I Facture Toughness for Loblolly Pine [R] . Kretschmann, D. E. 2008

机译：幼龄木材含量对剪切平行，压缩和张力横向强度的影响及模式I对火炬松的韧性

Experimental Study on the Compression Toughness of the RC Columns Part2 Influence of Lateral Reinforcement Content on the Compressive Strength of Concrete

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