Critical Fiber Dimesions for Preventing Spalling of Ultra-high Performance Concrete at High Temperature
Author:
Publisher
Springer Science and Business Media LLC
Subject
Safety, Risk, Reliability and Quality,General Materials Science,Building and Construction
Link
https://link.springer.com/content/pdf/10.1007/s10694-022-01318-y.pdf
Reference36 articles.
1. Shi C, Wu Z, Xiao J, Wang D, Huang Z, Fang Z (2015) A review on ultra high performance concrete: part I. Raw materials and mixture design. Constr Build Mater 101:741–751
2. Zhang D, Shahin MA, Yang Y, Liu H, Cheng L (2022) Effect of microbially induced calcite precipitation treatment on the bonding properties of steel fiber in ultra-high performance concrete. J Build Eng 50:104132
3. Zhang D, Tan KH, Dasari A, Weng Y (2020) Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete. Cem Concr Compos 109:103512
4. Kodur VKR, Phan L (2007) Critical factors governing the fire performance of high strength concrete systems. Fire Saf J 42:482–488
5. Ozawa M, Morimoto H (2014) Effects of various fibres on high-temperature spalling in high-performance concrete. Constr Build Mater 71:83–92
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1. A close look at fire-induced explosive spalling of ultra-high performance concrete: from materials to structures;Archives of Civil and Mechanical Engineering;2024-04-17
2. Fusion of Conventional and Modern Approaches for Spall Protection of Indian Concrete Structures;Journal of The Institution of Engineers (India): Series A;2023-07-02
3. Study on the Compressive Stress–Strain Curve and Performance of Low-Slump Polypropylene Fiber Concrete after High Temperature;Applied Sciences;2023-06-16
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