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Parameter Identification for Modeling Steel Fiber Reinforced Concrete under Compression to Prevent Concrete Cover Spalling under Severe Earthquake Loading Condition

机译：压缩钢纤维增强混凝土钢纤维混凝土的参数识别，防止混凝土覆盖严重地震载荷条件下

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Nia Dwi Puspitasari; Bambang Piscesa; M. Attard Mario; Dwi Prasetya; Faimun Faimun; Pujo Aji; Priyo Suprobo;
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1. Parameter Identification for Modeling Steel Fiber Reinforced Concrete under Compression to Prevent Concrete Cover Spalling under Severe Earthquake Loading Condition [J] . Nia Dwi Puspitasari, Bambang Piscesa, M. Attard Mario, E3S Web of Conferences . 2020,第10期

机译：压缩钢纤维增强混凝土钢纤维混凝土的参数识别，防止混凝土覆盖严重地震载荷条件下
2. Spalling of concrete cover of fiber-reinforced polymer reinforced concrete under thermal loads [J] . Yuk-Lung Wong, Yu-Fang Fu, Chi-Sun Poon, Materials and structures . 2006,第10期

机译：纤维增强聚合物增强混凝土在热负荷下的剥落
3. 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
4. MODELS FOR CONCRETE COVER SPALLING AND REINFORCEMENT BUCKLING OF REINFORCED CONCRETE [C] . Kumiko SUDA, Junji MASUKAWA 12th World Conference on Earthquake Engineering . 2000

机译：钢筋混凝土覆盖层剥离和钢筋屈曲的模型
5. The effect of fiber corrosion on shear capacity of steel fiber reinforced concrete beams and an initial investigation on alkali-silica reaction in steel fiber reinforced concrete [D] . Waweru, Regina Nyambura 2011

机译：纤维腐蚀对钢纤维混凝土梁抗剪承载力的影响及对钢纤维混凝土碱硅反应的初步研究
6. Experimental Investigation on Columns of Steel Fiber Reinforced Concrete with Recycled Aggregates under Large Eccentric Compression Load [O] . Changyong Li, Haibin Geng, Caiheng Deng, 2019

机译：大偏心受压再生骨料钢纤维混凝土柱的试验研究。
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. 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。

Parameter Identification for Modeling Steel Fiber Reinforced Concrete under Compression to Prevent Concrete Cover Spalling under Severe Earthquake Loading Condition

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