Material efficiency in the design of ultra-high performance concrete

被引:143
作者
Wille, Kay [1 ]
Boisvert-Cotulio, Christopher [1 ]
机构
[1] Univ Connecticut, Dept Civil & Environm Engn, Storrs, CT USA
关键词
Ultra-high performance concrete; Ultra-high performance fiber reinforced concrete; Performance; Efficiency; Cost; PULLOUT BEHAVIOR; STEEL FIBERS;
D O I
10.1016/j.conbuildmat.2015.03.087
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research investigates the material efficiency in the design of ultra-high performance concrete. The material efficiency is influenced by the flowability, mechanical performance, durability and cost. Suitable material constituents have been pre-selected based on their properties and availability in the United States of America. The efficiency of the constituents is progressively investigated using the following three step approach emphasizing: (1) ultra-high performance paste, (2) ultra-high performance matrix, and (3) ultra-high performance fiber composite. Mix design recommendations for performance and cost effective ultra-high performance concretes are made and conclusions for further enhancements are drawn. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:33 / 43
页数:11
相关论文
共 25 条
[1]  
American Society of Civil Engineers, 2013, REP CARD AM INFR
[2]  
[Anonymous], 2006, MAT PROPERTY CHARACT
[3]  
[Anonymous], 2 INT S ULTR PERF CO
[4]   Self-compacting concrete: The role of the particle size distribution [J].
Brouwers, H. J. H. ;
Radix, H. J. .
1ST INTERNATIONAL SYMPOSIUM ON DESIGN, PERFORMANCE AND USE OF SELF-CONSOLIDATING CONCRETE, 2005, 42 :109-118
[5]  
Fehling E, 2004, INT S ULTR PERF CONC
[6]   Durability of an ultrahigh-performance concrete [J].
Graybeal, Benjamin ;
Tanesi, Jussara .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2007, 19 (10) :848-854
[7]  
Naaman AE., 2012, Proceedings of Hipermat 3rd International Symposium on UHPC and Nanotechnology for High Performance Construction Materials, P3
[8]  
Naaman AE, 2010, 2 IB C SELF COMP CON
[9]  
Park J.J., 2008, 2 INT S ULTR PERF CO, P105
[10]  
Rossi P, 2000, P 5 RILEM S FIBR REI, P98