A REVIEW OF PROGRESS IN RESEARCH ON FIRE RESISTANCE OF HIGH- STRENGTH AND ULTRA- HIGH- STRENGTH CONCRETES

Peng Gaifei; Hao Tingyu; Li Baohua

doi:10.13204/j.gyjz2011205026

Volume 42 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(5): 134-138,156

Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, Yang Lu. RESEARCH ADVANCES IN STABILITY OF STAINLESS STEEL STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 1-11. doi: 10.13204/j.gyjz2011205001

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Peng Gaifei, Hao Tingyu, Li Baohua. A REVIEW OF PROGRESS IN RESEARCH ON FIRE RESISTANCE OF HIGH- STRENGTH AND ULTRA- HIGH- STRENGTH CONCRETES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 134-138,156. doi: 10.13204/j.gyjz2011205026

Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, Yang Lu. RESEARCH ADVANCES IN STABILITY OF STAINLESS STEEL STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 1-11. doi: 10.13204/j.gyjz2011205001

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A REVIEW OF PROGRESS IN RESEARCH ON FIRE RESISTANCE OF HIGH- STRENGTH AND ULTRA- HIGH- STRENGTH CONCRETES

doi: 10.13204/j.gyjz2011205026

1.
1. Faculty of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;
2.
2. Central Research Institute of Building and Construction Co.Ltd,MCC,Beijing 100088,China;
3.
3. Department of Building Engineering,Weihai Professional Technical College,Weihai 264210,China

Received Date: 2010-12-05
Publish Date: 2012-05-20

Abstract

Abstract

This paper presents a review of advances in research on fire resistance and high temperature properties of high-strength concrete (HSC) and ultra-high-strength concrete (UHSC).Further research needs in the near future on UHSC,especially on reactive powder concrete (RPC),are also discussed.It is commonly recognized that HSC suffers strength loss in a manner basically similar to that of normal strength concrete.But the main problem of HSC is explosive spalling under high temperature,which can be solved by employing either polymer fiber or steel fiber.The objectives of fire resistance research are to restrain explosive spalling and minimizing spalling probability,so as to ensure satisfactory fire resistance of RPC.It is expected that in-depth research will be carried out on fracture properties,and micro-structure,resulting in establishment of a mechanism for improving fire resistance of RPC as well as technical measures．
- concrete,
- fire resistance,
- fiber,
- thermally explosive spalling,
- ultra-high-strength concrete,
- high -strength concrete

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References(52)

References

Neville A M. Properties of Concrete [M]. Harlow: Longman Group Limited，1995: 385-400.

[2] Aitcin P C. The Durability Characteristics of High Performance Concrete: a Review [J]. Cement ＆ Concrete Composites，2003 (25): 409-420.

[3] Chan Y N，Peng G F，Anson M. Residual Strength and Pore Structure of High-Strength Concrete and Normal Strength Concrete [J]. Cement and Concrete Composites，1999(21): 23-27.

[4] Chan Y N S，Peng G F，Anson M. Fire Behavior of High Performance Concrete Made with Silica Fume at Different Moisture Contents[J]. ACI Materials Journal，1999(5-6): 405-409.

[5] Peng G F，Yang W W，Zhao J，et al. Explosive Spalling and Residual Mechanical Properties of Fiber-Toughened High- Performance Concrete Subjected to High Temperatures [J]. Cement and Concrete Research，2006，36(4): 723-727.

[6] Peng G F，Duan X J，Yang X C，et al. Effect of Steel Fiber on Explosive Spalling and Permeability of High Performance Concrete after Exposure to High Temperature [C] ∥ Proceedings of CONSEC＇ 10，the Sixth International Conference on Concrete Under Severe Conditions Environment and Loading. Mrida，Yucatn，Mxico，2010(7-9): 1029-1036.

[7] Peng G F，Huang Z S. Change in Microstructure of Hardened Cement Paste Subjected to High Temperatures [J]. Construction and Building Materials，2008，22(4): 593-599.

[8] 赵国藩，仲伟秋. 高性能材料在结构工程中发展与应用[J]. 大连理工大学学报，2003，43(3):257-261.

[9] 柯开展，蔡文尧. 活性粉末混凝士(RPC)在工程结构中的应用与前景[J]. 福建建材，2006(2):17-19.

[10] 方志，杨剑. FRP 和 RPC 在土木工程中的研究与应用[J]. 铁道科学与工程学报，2005，2(4):54-60.

[11] William D M，Christophe D E. Reactive Powder Concrete [J]. Construction Specifier，1996，49 (12):47-52.

[12] Oliver B，Claude P，Jerome D，et al. Reactive Powder Concretes: From Theory to Practice[J]. Concrete International，1996，18 (4): 47-49.

[13] Aitcin P C. Cements of Yesterday and Today-Concrete of Tomorrow [J]. Cement and Concrete Research，2003，30(9):1349-1359.

[14] Cheyrezy M，Maret V，Frouin L. Microstructural Analysis of RPC [J]. Cement and Concrete Research，1995，25 (7):1491-1500.

[15] Matte V，Moranville M，Adenot F. Simulated Microstructure and Transport Properties of Ultra-High Performance Cement-Based Materials [J]. Cement and Concrete Research，2000 (30): 947-954.

[16] 张胜，周锡玲，谢友均，等. 养护制度对活性粉未混凝土强度及微观结构影响的研究[J]. 混凝土，2007(6):16-18.

[17] Schneider U，Diederichs U，Horvath J. Verhalten Von Ultra- hochfesten Betonen (UHPC) Unter Brandbeanspruchung[J]. Beton-und Stahlbetonbau，2003，98(7): 408-417.

[18] Majorana C E，Pesavento F. Damage and Spalling in HP and UHF Concrete at High Temperature [J]. Structures and Materials，V 6，Damage and Fracture Mechanics VI: Computer Aided Assessment and Control，2000: 105-117.

[19] Khoury G A，Majorana C E，Pesavento F，et al. Modelling of Heated Concrete [J]. Magazine of Concrete Research，2002，54 (2):77-101.

[20] Muller H S，Haist M. Bauen im Bestand-Markt der Zukunft- Innovative Betonbautechniken-Potenziale fur die Vorfertigung? [J]. Betonwerk und Fertigteil-Technik/Concrete Plant and Precast Technology，2008，74(2): 144-145.

[21] Ratvio J. Ultralujan Betonin Kayttosovellukset. Esitutkimus (Preliminary Study of Ultra Strength Concrete Applications) [J]. VTT Tiedotteita-Valtion Teknillinen Tutkimuskeskus，2001: 3-45.

[22] 王震宇，陈松来，袁杰. 活性粉末混凝土的研究与应用进展 [J]. 混凝土，2003(11):39-41，43.

[23] Richard P，Cheyrezy M. Reactive Powder Concretes with High Ductility and 200 ～ 800 Compressive Strength [C]∥ Proceedings of ACI Spring Convention (SP 144). 1994: 24 (91-AB).

[24] Mestrovic D，Cizmar D，Stanilovic V. Reactive Powder Concrete: Material for the 21st Century [J]. WIT Transactions on Engineering Sciences，V57，Computational Methods and Experiments in Materials Characterisation III，2007: 127-133.

[25] Kurdi A，Khoury S，Abbas R. A New Concrete for the 21 Century: Reactive Powder Concrete [J]. AEJ-Alexandria Engineering Journal，2001，40 (6):893-909.

[26] Richard P，Cheyrezy M. Composition of Reactive Powder Concretes[J]. Cement and Concrete Research，1995，25 (7): 1501-1511.

[27] Ahmed L，Abdelhafid K，Richard P，et al. Change of Relative Humidity，and Autogenous Shrinkage of Ultra-High-Strength Concrete [J]. Cement and Concrete Research，1999，29 (4): 577-584.

[28] Cheyrezy M. Structural Applications of RPC [J]. Concrete (London)，1999，33 (1): 20-23.

[29] Cappola J，Lachemi M. The Use of Reactive Powder Concrete for Civil Engineering Structures [C]∥ 2000 Annual Conference Abstracts-Canadian Society for Civil Engineering，Annual Conference Abstracts-Canadian Society for Civil Engineering，2000: 66.

[30] Habel K，Viviani M，Denari E，et al. Development of the Mechanical Properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) [J]. Cement and Concrete Research，2006，36 (7): 1362-1370.

[31] Dili A S，Santhanam M. Investigations on Reactive Powder Concrete: A Developing Ultra High-Strength Technology [J]. Indian Concrete Journal，2004，78 (4): 33-38.

[32] Huh S B，Byun Y J. Sim Yu. Pedestrian Arch Bridge，Seoul，Korea [J]. Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE)，2005，15 (1): 32-34.

[33] Lee M G，Chiu C T，Wang Y C. The Study of Bond Strength and Bond Durability of Reactive Powder Concrete [J]. ASTM Special Technical Publication，No. 1463，Advances in Adhesives，Adhesion Science，and Testing，2005: 104-113.

[34] O' Neil E F，Dowd W M. High-Performance Pipe Products Fabricated with Reactive Powder Concrete [C]∥ Proceedings of the Materials Engineering Conference. Materials for the New Millennium，1996(2): 1320-1329.

[35] 闫光杰，阎贵平，安明喆，等. 200 MPa 级活性粉末混凝土试验研究[J]. 铁道学报，2000，26(2):116-119.

[36] 王起帆，郭志昆，项宗方，等. 活性粉末混凝土 200(RPC200)的配制试验研究[J]. 后勤工程学院学报，2007(1):70-74.

[37] 曹峰，覃维祖. 超高性能纤维增强混凝土初步研究[J]. 工业建筑，1999(6):42-44.

[38] 施韬，陈宝春，施惠生. 掺矿渣活性粉末混凝土配制技术的研究[J]. 材料科学与工程学报，2005，23(6):868-870.

[39] 张云升，孙伟，沙建芳，等. 地聚合物基活性粉末混凝土的制备及特性研究[J]. 建筑技术，2003，34(2):131-132.

[40] 陈健，孙晓颖. 钢纤维掺量对活性粉末混凝土初裂性能影响研究[J]. 混凝土，2007(3):46-48.

[41] 龙广成. 陈瑜. RPC200 的强度及收缩影响研究[J]. 工业建筑，2002，32(6):4-7.

[42] 张育宁，方秦，侯晓峰，等. 钢纤维增强九度原则及系列分散指数在活性粉末混凝土(RPC)配制中的应用[J]. 混凝土与水泥制品，2006(5):41-44.

[43] 何峰，黄政宇. 硅灰和石英粉对活性粉末混凝土抗压强度贡献的分析[J]. 混凝土，2006(1):39-42.

[44] 未翠霞，宋少民. 大掺量粉煤灰活性粉末混凝土耐久性研究 [J]. 新型建筑材料，2005(9):27-29.

[45] 姚志雄，周健，周瑞忠. 活性粉末混凝土断裂性能的试验研究 [J]. 建筑材料学报，2006，9(6):654-659.

[46] 叶青，朱劲松，马成畅，等. 活性粉末混凝土的耐久性研究[J]. 新型建筑材料，2006(6):33-36.

[47] 曹征良，邢锋，黄利东，等. 配合比因素对活性粉末混凝土强度及流动度的影响[J]. 混凝土，2004(3):5-7.

[48] 周瑞忠，姚志雄，石成恩. 活性粉末混凝土为基底材料的断裂和疲劳试验研究[J]. 水力发电学报，2005，24(6):40-44.

[49] 刘斯凤，孙伟，林玮，等. 掺天然超细混合材高性能混凝土的制备及其耐久性研究[J]. 硅酸盐学报，2003，31(11):1080-1085.

[50] 李忠，黄利东. 钢纤维活性粉末混凝土耐久性能研究[J]. 市政技术，2005，23(4):255-257.

[51] 施惠生，施韬，陈宝春，等. 掺矿渣活性粉末混凝土的抗氯离子渗透性研究[J]. 同济大学学报:自然科学版，2006，34 (1): 93-96.

[52] 牛锡泉. 粉末混凝土发展及其对人防工程的影响[J]. 房材与应用，2005(4):38-39.

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