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Compression specific toughness of normal strength steel fiber reinforced concrete (NSSFRC) and high strength steel fiber reinforced concrete (HSSFRC)

机译：正常强度钢纤维混凝土（NSSFRC）和高强度钢纤维钢筋混凝土（HSSFRC）的压缩比韧性

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Khaled Marara; Özgür Erenb; İbrahim Yitmena;
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年度 2011
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1. Compression specific toughness of normal strength steel fiber reinforced concrete (NSSFRC) and high strength steel fiber reinforced concrete (HSSFRC) [J] . #304, brahim Yitmena, Khaled Marara, Materials Research . 2011,第2期

机译：普通强度钢纤维混凝土（NSSFRC）和高强度钢纤维混凝土（HSSFRC）的压缩比韧性
2. 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
3. Shear strength of fiber-reinforced high-strength steel ultra-high-performance concrete beams based on refined calculation of compression zone depth considering concrete tension [J] . Qi Jianan, Ding Xiaomeng, Wang Zhen, Advances in Structural Engineering . 2019,第8期

机译：基于考虑混凝土张力的压缩区深度精细计算的纤维增强高强钢超高性能混凝土梁的抗剪强度
4. FRACTURE TOUGHNESS OF STEEL FIBER REINFORCED HIGH STRENGTH CONCRETE AND HIGH STRENGTH CONCRETE UNDER THREE-POINT BENDING [C] . Joanne Millar International Symposium on Innovation Sustainability of Structures in Civil Engineering;ISISS'2007 . 2007

机译：三点弯曲下钢纤维高强混凝土和高强混凝土的断裂韧性
5. Toughness measurements of high-strength concrete reinforced with steel fibers. [D] . Eissa, Abou-Bakr Hassan. 1994

机译：钢纤维增强高强度混凝土的韧性测量。
6. Behavior of Rectangular-Sectional Steel Tubular Columns Filled with High-Strength Steel Fiber Reinforced Concrete Under Axial Compression [O] . Shiming Liu, Xinxin Ding, Xiaoke Li, 2019

机译：高强钢纤维混凝土矩形截面钢管柱的轴向受压性能
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。
8. Strength and Behavior of Steel Fiber-Reinforced Concrete under Combined Tension-Compression Loading. [R] . Meier, R. W., Ko, H. Y., Sture, S., 1983

机译：钢纤维混凝土组合拉压力作用下的强度和性能。

Compression specific toughness of normal strength steel fiber reinforced concrete (NSSFRC) and high strength steel fiber reinforced concrete (HSSFRC)

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