• English
    • Ελληνικά
    • Deutsch
    • français
    • italiano
    • español
  • español 
    • English
    • Ελληνικά
    • Deutsch
    • français
    • italiano
    • español
  • Login
Ver ítem 
  •   DSpace Principal
  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ.
  • Ver ítem
  •   DSpace Principal
  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ.
  • Ver ítem
JavaScript is disabled for your browser. Some features of this site may not work without it.
Todo DSpace
  • Comunidades & Colecciones
  • Por fecha de publicación
  • Autores
  • Títulos
  • Materias

Resonant column testing on Portland cement concrete containing recycled asphalt pavement (RAP) aggregates

Thumbnail
Autor
Papakonstantinou C.G.
Fecha
2018
Language
en
DOI
10.1016/j.conbuildmat.2018.03.256
Materia
Aggregates
Air entrainment
Asphalt
Asphalt pavements
Compressive strength
Concrete aggregates
Concrete mixtures
Concrete testing
Elastic moduli
Mixtures
Nondestructive examination
Portland cement
Recycling
Non destructive testing
Portland cement concretes
Recycled asphalt pavement
Resonant column
Workability
Mechanical properties
Elsevier Ltd
Mostrar el registro completo del ítem
Resumen
This study deals with material properties of Portland cement concrete (PCC) made with aggregate that is replaced with recycled asphalt pavement (RAP). A series of PCC mixtures were produced and tested in uniaxial compression using RAP aggregate as substitute of fine and coarse natural aggregate. The main variable was the percentage content by weight of RAP aggregates in the concrete mixture. Both fresh and hardened properties of concrete were examined. Moreover, a relatively new non-destructive technique (free-free resonant column – FFRC) was used to measure concrete's elastic modulus. The experimental results indicate that the compressive strength and the elastic modulus decrease with increasing RAP aggregate replacement, while all mixtures containing RAP aggregates remain workable. Additionally, the replacement of fine natural aggregates has a more pronounced effect on the examined properties. Finally, the FFRC can provide good estimation of elastic modulus. © 2018 Elsevier Ltd
URI
http://hdl.handle.net/11615/77736
Colecciones
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ. [19735]

Ítems relacionados

Mostrando ítems relacionados por Título, autor o materia.

  • Thumbnail

    Strengthening of Concrete Structures with Textile Reinforced Mortars: State-of-the-Art Review 

    Koutas L.N., Tetta Z., Bournas D.A., Triantafillou T.C. (2019)
    Textile reinforced mortars (TRM), also known in the international literature as textile reinforced concrete (TRC) or fabric reinforced cementitious matrix (FRCM) materials, have been widely studied during the last two ...
  • Thumbnail

    Numerical simulation of bending response of reinforced concrete and fibre-reinforced concrete beams 

    Georgiadi-Stefanidi, K. A.; Mistakidis, E. S.; Perdikaris, P. C. (2008)
    The aim of this work is to understand the behaviour of members made of fibre reinforced concrete (FRC). The members under study were fibre reinforced concrete beams with no conventional reinforcement, as well as fibre ...
  • Thumbnail

    Effectiveness of different confining configurations of FRP jackets for concrete columns 

    Moretti M.L. (2019)
    This paper presents the results of an experimental investigation on the compressive strength of small scale concentrically axially loaded fiber-reinforced polymer (FRP) confined plain concrete columns, with cylinder concrete ...
htmlmap 

 

Listar

Todo DSpaceComunidades & ColeccionesPor fecha de publicaciónAutoresTítulosMateriasEsta colecciónPor fecha de publicaciónAutoresTítulosMaterias

Mi cuenta

AccederRegistro
Help Contact
DepositionAboutHelpContacto
Choose LanguageTodo DSpace
EnglishΕλληνικά
htmlmap