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再生集料混凝土的疲劳性能评价
Journal of Cleaner Production 65 (2014) 397 e405
Contents lists available at ScienceDirect
Journal of Cleaner Production
journal homepage: /locate/jclepro
Evaluation of the fatigue behavior of recycled aggregate concrete
*
Carlos Thomas , Israel Sosa, Jesús Setién, Juan A. Polanco, Ana I. Cimentada
Dept. of Science and Engineering of Ground and Materials, University of Cantabria, School of Civil Engineering of Santander, Avda. Los Castros s/n, Santander
39005, Spain
a r t i c l e i n f o a b s t r a c t
Article history: In this research, recycled aggregate concretes produced with partial and total coarse aggregate
Received 22 April 2013 replacement and control concretes with different increasing water/cement ratios have been cast to study
Received in revised form the material’s behavior in response to repeated compressive loads using the Locati method. The results
17 September 2013
show that the methodology can be used to fix the limit interval where the fatigue limit is found. In
Accepted 21 September 2013
Available online 1 October 2013 particular, for the same water/cement ratio, the recycled aggregate concrete presents a higher loss of
stiffness at the same test conditions. Furthermore, the use of recycled aggregate implies a reduction in
the ability to resist fatigue cycles. These differences are increased for low water/cement ra
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