TY - JOUR
T1 - An experimental study to evaluate the effects of adding glazed hollow beads on the mechanical properties and thermal conductivity of concrete
AU - Zhao, L.
AU - Wang, W.
AU - Li, Z.
AU - Chen, Y. F.
N1 - Publisher Copyright:
© W. S. Maney & Son Ltd 2015.
PY - 2015/5/1
Y1 - 2015/5/1
N2 - This paper discusses the effects of glazed hollow bead particles on the mechanical properties and thermal conductivity of concrete and the micro appearances of the specimens through the scanning electron microscope. In the experiments, glazed hollow bead was added to the concrete to substitute sands. The amount of glazed hollow bead was kept at 5, 10, 15 and 20% by weight. The results show that the higher the glazed hollow bead amount, the higher will be the percentage of broken glazed hollow bead particles during the mixing process of concrete and that the addition of glazed hollow bead particles reduces the density, compressive strength, elasticity modulus and thermal conductivity coefficient of concrete. When the glazed hollow bead amount reaches 20%, the density, thermal conductivity coefficient, 56-day compressive strength and elasticity modulus of concrete decrease by 14, 69·5, 18·7 and 21·4%, respectively, compared with normal concrete.
AB - This paper discusses the effects of glazed hollow bead particles on the mechanical properties and thermal conductivity of concrete and the micro appearances of the specimens through the scanning electron microscope. In the experiments, glazed hollow bead was added to the concrete to substitute sands. The amount of glazed hollow bead was kept at 5, 10, 15 and 20% by weight. The results show that the higher the glazed hollow bead amount, the higher will be the percentage of broken glazed hollow bead particles during the mixing process of concrete and that the addition of glazed hollow bead particles reduces the density, compressive strength, elasticity modulus and thermal conductivity coefficient of concrete. When the glazed hollow bead amount reaches 20%, the density, thermal conductivity coefficient, 56-day compressive strength and elasticity modulus of concrete decrease by 14, 69·5, 18·7 and 21·4%, respectively, compared with normal concrete.
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U2 - 10.1179/1432891714Z.0000000001224
DO - 10.1179/1432891714Z.0000000001224
M3 - Article
AN - SCOPUS:84941355765
SN - 1432-8917
VL - 19
SP - S5929-S5935
JO - Materials Research Innovations
JF - Materials Research Innovations
ER -