Definition of an equivalent functional unit for structural concrete incorporating recycled aggregates

被引:33
作者
Dobbelaere, G. [1 ]
de Brito, J. [2 ,4 ]
Evangelista, L. [3 ,4 ]
机构
[1] Univ Ghent, Ind Technol & Construct, FEA, Valentin Vaerwyckweg 1, B-9000 Ghent, Belgium
[2] Univ Lisbon, Inst Super Tecn, DECivil, Ave Rovisco Pais, P-1049001 Lisbon, Portugal
[3] Univ Stavanger, Dept Mech & Struct Engn & Mat Sci, N-4007 Stavanger, Norway
[4] Univ Lisbon, Inst Super Tecn, CERIS ICIST Civil Engn Res & Innovat Sustainabil, Ave Rovisco Pais, P-1049001 Lisbon, Portugal
关键词
Recycled aggregates concrete; Eurocode 2 (EC2); Equivalent functional unit; Fundamental parameters; Life-Cycle Assessment (LCA); CYCLE ASSESSMENT LCA; MECHANICAL PERFORMANCE; BEHAVIOR; CONSTRUCTION; STRENGTH; DURABILITY; COLUMNS;
D O I
10.1016/j.engstruct.2016.04.055
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research intends to determine an equivalent functional unit in concrete with recycled aggregates (RA) to conventional structural concrete in the context of Life-Cycle Assessment (LCA) analyses. The work intends to contribute to a better understanding and greater confidence in the use of concrete products with RA. The relationship between recycled aggregates concrete (RAC) and conventional concrete (RC) is expressed by fundamental parameters a, which describe the relevant equivalent properties of RAC in function of the same property of RC. Using those parameters, the study performs a thorough analysis according to Eurocode 2 (EC2): the various compliance checks with the limit states are performed in order to obtain the amount of recycled aggregates concrete required to reach the same performance as a given volume of conventional structural concrete. Conversion criteria for concrete structures with RA (concerning its structural performance) are established and the conversion formulas are tested in case studies. This study is developed particularly for slabs and beams, but remarks are made concerning other main structural elements, namely columns and footings. The results show that the method is valid for slabs and beams and that the conversion formulas yield good results. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:196 / 208
页数:13
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