Method of preventing explosive spalling in concrete structures subjected to high temperatures

• 1. 混凝土片及瓷砖的剥落防止用单组分型聚氨酯树脂组合物及使用了其的防止混凝土片及瓷砖的剥落的方法 [P] . 中国专利： CN103025683B . 2016.07.06
• 2. 混凝土片及瓷砖的剥落防止用单组分型聚氨酯树脂组合物及使用了其的防止混凝土片及瓷砖的剥落的方法 [P] . 中国专利： CN103025683A . 2013-04-03
• 3. Method of preventing explosive spalling in concrete structures subjected to high temperatures [P] . 英国专利： GB0228587D0 . 2003-01-15

  机译： 防止高温下混凝土结构爆炸性剥落的方法

• 4. Method of preventing explosive spalling in concrete structures subjected to high temperatures [P] . 英国专利： GB0327670D0 . 2003-12-31

  机译： 防止高温下混凝土结构爆炸性剥落的方法

• 5. HYDROPHILIC COATING COMPOSITION FOR FIBER FOR PREVENTING THE SPALLING OF CONCRETE, METHOD OF MANUFACTURING HYDROPHILIC FIBER FOR PREVENTING THE SPALLING OF CONCRETE BY USING THE SAME AND THE HYDROPHILIC FIBER [P] . 韩国专利： KR20090077337A . 2009-07-15

  机译： 用于防止混凝土剥落的纤维的亲水性涂料组合物，通过使用相同的和亲水性纤维来制造用于防止混凝土剥落的亲水性纤维的方法

• 1. Residual Mechanical Properties and Explosive Spalling Behavior of Ultra-High-Strength Concrete Exposed to High Temperature [J] . Gaifei Peng, Juan Yang 哈尔滨工业大学学报（英文版） . 2017,第004期
• 2. Coupled thermo-hygro-mechanical damage model for concrete subjected to high temperatures [J] . Zhong-you LI, Yuan-xue LIU 应用数学和力学（英文版） . 2012,第004期
• 3. Effects of fibers on mechanical properties of high-performance concrete subjected to elevated temperatures [J] . DONG Xiang-jun, DING Yi-ning, CAO Ling-jian 哈尔滨工业大学学报（英文版） . 2008,第005期
• 4. Title Effect of Steel Fiber on Explosive Spalling of High Performance Concrete Subjected to High Temperatures [C] . Gai-Fei Peng, Lin Wang, Juan Yang, International Advances in Applied Physics and Materials Science Congress . 2013
• 5. Characterizing Temperature Induced Strength Degradation and Explosive Spalling in Ultra High Performance Concrete. [D] . Sarwar, Mahmood A. 2017
• 6. Role of Polypropylene Fibres in Concrete Spalling Risk Mitigation in Fire and Test Methods of Fibres Effectiveness Evaluation [O] . Izabela Hager, Katarzyna Mróz 2019
• 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
• 8. Analytical Response of Concrete Structures Subjected to High Temperatures (LMFBR) [R] . Marchertas, A. H., Kennedy, J. M. 1983

• 1. Coconut Fibre Effect on Fresh and Thermo Gravimetric Properties to Mitigate Spalling of Self-Compacting Concrete at Elevated Temperatures [J] . Qahir N. S. AL-Kadi ,Arabi N. S. AL Qadi ,Kamal Nasharuddin Bin Mustapha . 土木工程期刊（英文） . 2015,第3期
• 2. Spalling and Mechanical Properties of Fiber Reinforced High-performance Concrete Subjected to Fire [J] . 董香军 . 武汉理工大学学报：材料科学英文版 . 2008,第5期
• 3. 锅炉管内壁氧化膜的剥落与防止 [C] . 王德瑞 . 中国电机工程学会电力系统第十届无损检测学术会议 . 2005
• 4. 基于钢筋应变差方法的混凝土板常（高）温下承载力研究 [A] . 史伟男 . 2019