Effects of elevated temperature on the tensile properties of NS-modified self-consolidating engineered cementitious composites and property optimization using response surface methodology (RSM)

被引:49
作者
Mohammed, Bashar S. [1 ]
Achara, Bitrus Emmanuel [1 ,2 ]
Liew, Mohd Shahir [1 ,2 ]
Alaloul, W. S. [1 ]
Khed, Veerendrakumar C. [1 ]
机构
[1] Univ Teknol PETRONAS, Dept Civil & Environm Engn, Seri Iskandar 32610, Perak Darul Rid, Malaysia
[2] Fed Polytech, Dept Civil Engn Technol, PMB 1012, Kaura Namoda, Zamfara State, Nigeria
关键词
Self-consolidating engineered cementitious composites; Nano-silica particles; Response surface methodology; Uniaxial tensile properties; PVA fiber; Elevated temperature; Multi-objective optimization; ROLLER COMPACTED CONCRETE; VOLUME FLY-ASH; MECHANICAL-PROPERTIES; CRUMB RUBBER; PERFORMANCE; BEHAVIOR; HYBRID; STRENGTH; FIBER; ECC;
D O I
10.1016/j.conbuildmat.2019.02.033
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper discusses the influence of elevated temperature on the tensile properties (tensile strength, tensile strain, and energy absorption) and microstructure of nano-silica-modified self-consolidating engineered cementitious composites (NS-modified SC-ECC) mixtures. Response surface methodology (RSM) was utilized to develop a design matrix and predictive models and to perform multi-objective optimization for a matrix of mixtures prepared with polyvinyl alcohol (PVA) fiber at 0.5%, 1%, 1.5%, and 2% volume fractions and NS at 0%, 1%, 2%, 3%, and 4% of the weight of cementitious materials at temperatures of 23 degrees C, 100 degrees C, 200 degrees C, 300 degrees C, and 400 degrees C. To investigate the influence of elevated temperature on the certain characteristics of NS-modified SC-ECC mixtures, residual compressive strength, tensile properties, and microstructure properties were assessed at elevated temperatures of up to 400 degrees C for 1 h. Microstructure was examined using scanning electron microscopy before and after the mixtures had been exposed to elevated temperatures; accessible porosity and pore size distribution with cumulative pore volume were measured using mercury intrusion porosity (MIP) to validate the behaviors of the tensile properties and compressive strength of NS-modified SC-ECC mixtures. The results show that the tensile properties of the NS-modified SC-ECC mixtures improve due to pozzolanic reactivity of NS by utilizing the calcium hydroxide (CH) released from cement hydration to produce more calciumsilicate-hydrate (C-S-H) gel, which refines the fiber-matrix and aggregates-matrix interfacial transition zones (ITZ). The pozzolanic reactivity is further facilitated by temperature curing to produce more C-SH gel, improving the fiber-matrix interactions at elevated temperatures of up to 200 degrees C. The PVA fiber improves the elevated temperature behavior of the mixtures and prevents explosive spalling behavior even after the incorporation of 2% NS with a PVA fiber volume of up to 2%. The responses considered in the RSM were tensile strength, tensile strain, and energy absorption. The established models showed high degrees of correlation between the responses and independent variables. Optimized tensile properties could be achieved at 2% PVA fiber volume, 1.3% NS, and a temperature of 125.7 degrees C. The measured absolute deviations (error) between the experimental data and the theoretical (predicted) models' results for tensile strength, tensile strain, and energy absorption were 2.83%, 4.4%, and 1.68%, respectively. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:449 / 469
页数:21
相关论文
共 53 条
[41]   Behaviour of engineered cementitious composites and hybrid engineered cementitious composites at high temperatures [J].
Pourfalah, S. .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 158 :921-937
[42]   Multi-response optimization of post-fire residual compressive strength of high performance concrete [J].
Rahim, Abdul ;
Sharma, U. K. ;
Murugesan, K. ;
Sharma, A. ;
Arora, P. .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 38 :265-273
[43]   Applications and recommendations of high performance fiber reinforced cement composites with multiple fine cracking (HPFRCC) in Japan [J].
Rokugo, Keitetsu ;
Kanda, Tetsushi ;
Yokota, Hiroshi ;
Sakata, Noboru .
MATERIALS AND STRUCTURES, 2009, 42 (09) :1197-1208
[44]   High-early-strength ductile cementitious composites with characteristics of low early-age shrinkage for repair of infrastructures [J].
Sahmaran, Mustafa ;
Al-Emam, Muhannad ;
Yildirim, Gurkan ;
Simsek, Yunus Emre ;
Erdem, Tahir Kemal ;
Lachemi, Mohamed .
MATERIALS AND STRUCTURES, 2015, 48 (05) :1389-1403
[45]   Effect of Fly Ash and PVA Fiber on Microstructural Damage and Residual Properties of Engineered Cementitious Composites Exposed to High Temperatures [J].
Sahmaran, Mustafa ;
Ozbay, Erdogan ;
Yucel, Hasan E. ;
Lachemi, Mohamed ;
Li, Victor C. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2011, 23 (12) :1735-1745
[46]  
Sahmaran M, 2010, ACI MATER J, V107, P297
[47]   Advanced engineered cementitious composites with combined self-sensing and self-healing functionalities [J].
Siad, Hocine ;
Lachemi, Mohamed ;
Sahmaran, Mustafa ;
Mesbah, Habib A. ;
Hossain, Khandakar Anwar .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 176 :313-322
[48]  
Wang S., 2005, Micromechanics based matrix design for engineered cementitious composites
[49]  
Wang S., 2003, P HIGH PERFORMANCE F, P379
[50]   Thermal-mechanical behaviors of CFRP-ECC hybrid under elevated temperatures [J].
Wu, Chao ;
Li, Victor C. .
COMPOSITES PART B-ENGINEERING, 2017, 110 :255-266