Effect of Fly Ash and PVA Fiber on Microstructural Damage and Residual Properties of Engineered Cementitious Composites Exposed to High Temperatures

被引:195
作者
Sahmaran, Mustafa [1 ]
Ozbay, Erdogan [2 ,3 ]
Yucel, Hasan E. [1 ]
Lachemi, Mohamed [2 ]
Li, Victor C. [4 ]
机构
[1] Gaziantep Univ, Dept Civil Engn, Gaziantep, Turkey
[2] Ryerson Univ, Dept Civil Engn, Toronto, ON, Canada
[3] Mustafa Kemal Univ, Dept Civil Engn, Iskenderun, Hatay, Turkey
[4] Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA
基金
加拿大自然科学与工程研究理事会; 美国国家科学基金会;
关键词
Engineered cementitious composites; Fire resistance; Fly ash; PVA fibers; Microstructure; HIGH-PERFORMANCE CONCRETE; MECHANICAL-PROPERTIES; COMPRESSIVE STRENGTH; HIGH VOLUMES; SILICA FUME; BEHAVIOR; STRAIN; PASTE; PFA; ECC;
D O I
10.1061/(ASCE)MT.1943-5533.0000335
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper discusses the influence of high volumes of fly ash and micro polyvinyl alcohol (PVA) fibers on the fire resistance and microstructure of engineered cementitious composites (ECC). Composites containing two different contents of fly ash as a replacement for cement (55 and 70% by weight of total cementitious materials) are examined. To determine the effects of microfibers and ultrahigh ductility of ECC, ECC matrix mixtures of similar composition except PVA fiber are also produced and tested for the fire resistance. The mixtures are exposed to temperatures up to 800 degrees C for one hour. Fire resistances of the mixtures are then quantified in terms of the residual mechanical properties (strength, stress-strain curve, deflection, and stiffness) and mass loss. The role of PVA fibers and fly ash is discussed through the analysis of microstructure and fiber-matrix interactions as a function of heat treatment. The microstructural characterization is examined before and after exposure to fire deterioration by using scanning electron microscopy and the pore size distribution is obtained by mercury intrusion porosimetry. Results indicate that adding micro PVA fiber to the ECC matrix substantially improves the fire resistance and eliminates the explosive spalling behaviors of the ECC matrix. Fire resistance of ECC mixtures is further improved with the increase of fly ash content. DOI: 10.1061/(ASCE)MT.1943-5533.0000335. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:1735 / 1745
页数:11
相关论文
共 37 条
[1]  
ASTM, 1994, C618 ASTM
[2]  
Chan SYN, 1999, ACI MATER J, V96, P405
[3]   Compressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800°C [J].
Chan, YN ;
Luo, X ;
Sun, W .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (02) :247-251
[4]  
DIAS WPS, 1990, ACI MATER J, V87, P160
[5]  
Gowripalan N., 1997, ACI, P171
[6]   Spalling and pore pressure in HPC at high temperatures [J].
Kalifa, P ;
Menneteau, FD ;
Quenard, D .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (12) :1915-1927
[7]   COMPRESSIVE STRENGTH OF CONCRETE AT HIGH-TEMPERATURES - A REASSESSMENT [J].
KHOURY, GA .
MAGAZINE OF CONCRETE RESEARCH, 1992, 44 (161) :291-309
[8]   TRANSIENT THERMAL STRAIN OF CONCRETE - LITERATURE-REVIEW, CONDITIONS WITHIN SPECIMEN AND BEHAVIOR OF INDIVIDUAL CONSTITUENTS [J].
KHOURY, GA ;
GRAINGER, BN ;
SULLIVAN, PJE .
MAGAZINE OF CONCRETE RESEARCH, 1985, 37 (132) :131-144
[9]   Recent Progress on HPFRCC in Japan Required Performance and Applications [J].
Kunieda, Minoru ;
Rokugo, Keitetsu .
JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2006, 4 (01) :19-33
[10]   Effect of fly ash and silica fume on compressive and fracture behaviors of concrete [J].
Lam, L ;
Wong, YL ;
Poon, CS .
CEMENT AND CONCRETE RESEARCH, 1998, 28 (02) :271-283