Optimization of matrix viscosity improves polypropylene fiber dispersion and properties of engineered cementitious composites

被引:27
作者
Zhang, Duo [1 ]
Zhu, He [1 ]
Hou, Menjun [1 ]
Kurtis, Kimberly E. [2 ]
Monteiro, Paulo J. M. [3 ]
Li, Victor C. [1 ]
机构
[1] Univ Michigan, Dept Civil & Environm Engna, 2350 Hayward St, Ann Arbor, MI 48109 USA
[2] Georgia Tech, Sch Civil & Environm Engn, 790 Atlantic Dr, Atlanta, GA 30332 USA
[3] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
关键词
Engineered Cementitious Composites (ECC); Polypropylene (PP) fiber; Fiber dispersion; Tensile ductility; Calcined clay; CALCINED CLAY CEMENT; MECHANICAL-PROPERTIES; ECC; RHEOLOGY; PERFORMANCE; BEHAVIOR; TENSILE; PERMEABILITY; DURABILITY;
D O I
10.1016/j.conbuildmat.2022.128459
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Engineered cementitious composites (ECC) is a durable cementitious material with high tensile ductility and strain-hardening characteristics. Although considered as a cost-effective fiber for ECC, polypropylene (PP) fiber is reportedly difficult to disperse in mortar matrix due to its high aspect ratio and hydrophobicity. In this study, the matrix viscosity of a low-carbon ECC based on limestone calcined clay cement was tailored as a variable to improve PP fiber dispersion under a pre-determined mixing protocol. The effect of matrix viscosity on the composite fresh and hardened properties was investigated experimentally. Results suggested an optimal range of matrix viscosity (10.3-11.5 Pa.s) favors the composite tensile strength and strain capacity at 28 days. At the optimal state with a 0.1 % viscosity modifying admixture (VMA)-to-binder mass ratio, PP-ECC achieved 7.0 % tensile strain capacity and 3.5 MPa ultimate tensile strength. When matrix viscosity falls outside the desired range, both ultimate tensile strength and strain capacity were diminished. By tailoring the VMA dosage, the matrix viscosity can be adjusted for desired fiber dispersion, workability, and mechanical properties. The findings of this study provide a technical reference for the practical design and application of PP-ECC.
引用
收藏
页数:11
相关论文
共 45 条
[1]  
[Anonymous], 2003, BRITTLE MATRIX COMPO
[2]   Relationship of Rheology, Fiber Dispersion, and Strengths of Polyvinyl Alcohol Fiber-Reinforced Cementitious Composites [J].
Cao, Mingli ;
Si, Wen ;
Xie, Chaopeng .
ACI MATERIALS JOURNAL, 2020, 117 (03) :191-204
[3]   Improving printability of limestone-calcined clay-based cementitious materials by using viscosity-modifying admixture [J].
Chen, Yu ;
Figueiredo, Stefan Chaves ;
Li, Zhenming ;
Chang, Ze ;
Jansen, Koen ;
Copuroglu, Oguzhan ;
Schlangen, Erik .
CEMENT AND CONCRETE RESEARCH, 2020, 132
[4]   Mechanical properties and durability performance of concretes with Limestone Calcined Clay Cement (LC3) [J].
Dhandapani, Yuvaraj ;
Sakthivel, T. ;
Santhanam, Manu ;
Gettu, Ravindra ;
Pillai, Radhakrishna G. .
CEMENT AND CONCRETE RESEARCH, 2018, 107 :136-151
[5]   A novel method for the determination of polymeric micro-fiber distribution of cementitious composites exhibiting multiple cracking behavior under tensile loading [J].
Felekoglu, Burak ;
Tosun-Felekoglu, Kamile ;
Godek, Eren .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 86 :85-94
[6]   Influence of matrix flowability, fiber mixing procedure, and curing conditions on the mechanical performance of HTPP-ECC [J].
Felekoglu, Burak ;
Tosun-Felekoglu, Kamile ;
Ranade, Ravi ;
Zhang, Qian ;
Li, Victor C. .
COMPOSITES PART B-ENGINEERING, 2014, 60 :359-370
[7]   Effect of raw clay type, fineness, water-to-cement ratio and fly ash addition on workability and strength performance of calcined clay - Limestone Portland cements [J].
Ferreiro, S. ;
Herfort, D. ;
Damtoft, J. S. .
CEMENT AND CONCRETE RESEARCH, 2017, 101 :1-12
[8]   Self-Healing of Microcracks in Engineered Cementitious Composites (ECC) Under a Natural Environment [J].
Herbert, Emily N. ;
Li, Victor C. .
MATERIALS, 2013, 6 (07) :2831-2845
[9]   Tensile and fiber dispersion performance of ECC (engineered cementitious composites) produced with ground granulated blast furnace slag [J].
Kim, Jin-Keun ;
Kim, Jeong-Su ;
Ha, Gee Joo ;
Kim, Yun Yong .
CEMENT AND CONCRETE RESEARCH, 2007, 37 (07) :1096-1105
[10]  
Koker D., 2004, 6th RILEM Symposium on Fiber-Reinforced Concretes (FRC)-BEFIB, P1301