High ductile behavior of a polyethylene fiber-reinforced one-part geopolymer composite: A micromechanics-based investigation

被引:154
作者
Nematollahi, Behzad [1 ]
Sanjayan, Jay [1 ]
Qiu, Jishen [2 ]
Yang, En-Hua [2 ]
机构
[1] Swinburne Univ Technol, Fac Sci Engn & Technol, Sch Engn, Ctr Sustainable Infrastruct, Melbourne, Vic, Australia
[2] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
关键词
Strain hardening geopolymer; composite; High ductility; One-part geopolymer; Fiber-matrix interface; Micromechanics; STRAIN-HARDENING BEHAVIOR; ASH-BASED GEOPOLYMER; CEMENTITIOUS COMPOSITES; FLY-ASH; MATRIX DESIGN; CONCRETE; STRENGTH; SHEAR; PASTE; ECC;
D O I
10.1016/j.acme.2016.12.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigates the tensile performance a one-part strain hardening geopolymer composite (SHGC) reinforced by ultra-high-molecular-weight polyethylene (PE) fibers. The developed composite as a "dry mix" uses a small amount of solid activator rather than large quantities of commonly used alkaline solutions and eliminates the necessity for heat curing. The quantitative influences of curing condition (heat and ambient temperature curing) and type of fiber (poly vinyl alcohol (PVA) and PE fibers) on the macroscale properties of the matrix and composite including workability, density, compressive strength, and uniaxial tensile performance were evaluated. A micromechanics-based investigation was performed to explain the experimentally observed macroscopic high tensile ductility of the developed one-part PE-SHGCs. The investigation involved determination of the matrix fracture properties and the fiber-matrix interface properties using fracture toughness tests and single fiber pullout tests, respectively. The fiber-bridging constitutive law of the composites was computed via a micromechanics-based model to link the material microstructures to macroscopic composite tensile performance. The results indicated that the ambient temperature curing increased the compressive and tensile strengths, but reduced the tensile ductility of the one-part PE-SHGCs. The one-part PE-SHGCs exhibited lower compressive and tensile strengths, but higher tensile ductility compared to the one-part PVA-SHGC. (C) 2016 Politechnika Wroclawska. Published by Elsevier Sp. z o.o. All rights reserved.
引用
收藏
页码:555 / 563
页数:9
相关论文
共 37 条
[1]  
[Anonymous], 2004, P INT WORKSH SUST DE
[2]  
[Anonymous], 2014, 213R ACI
[3]  
ASTM, 2007, ASTM C109/C109M
[4]   The role of inorganic polymer technology in the development of 'green concrete' [J].
Duxson, Peter ;
Provis, John L. ;
Lukey, Grant C. ;
Van Deventer, Jannie S. J. .
CEMENT AND CONCRETE RESEARCH, 2007, 37 (12) :1590-1597
[5]   An analysis of shear fracture toughness KIIc and microstructure in concretes containing fly-ash [J].
Golewski, G. L. ;
Sadowski, T. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 51 :207-214
[6]  
Hardjito D., 2014, ACI MATER J, V101, P467
[7]   Interface property and apparent strength of high-strength hydrophilic fiber in cement matrix [J].
Kanda, T ;
Li, VC .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 1998, 10 (01) :5-13
[8]   Practical Design Criteria for Saturated Pseudo Strain Hardening Behavior in ECC [J].
Kanda, Tetsushi ;
Li, Victor C. .
JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2006, 4 (01) :59-78
[9]   EFFECTIVE CRACK MODEL FOR THE DETERMINATION OF FRACTURE-TOUGHNESS (KICE) OF CONCRETE [J].
KARIHALOO, BL ;
NALLATHAMBI, P .
ENGINEERING FRACTURE MECHANICS, 1990, 35 (4-5) :637-645
[10]   Effect of elevated temperatures on geopolymer paste, mortar and concrete [J].
Kong, Daniel L. Y. ;
Sanjayan, Jay G. .
CEMENT AND CONCRETE RESEARCH, 2010, 40 (02) :334-339