Effect of lightweight aggregates on the mechanical properties and brittleness of lightweight aggregate concrete
Research output: Journal Publications and Reviews › RGC 21 - Publication in refereed journal › peer-review
Author(s)
Detail(s)
Original language | English |
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Pages (from-to) | 149-158 |
Journal / Publication | Construction and Building Materials |
Volume | 35 |
Publication status | Published - Oct 2012 |
Link(s)
Abstract
The influence of volume fraction and aggregate properties on the mechanical performance of lightweight aggregate concrete (LWAC) were studied. A new Shape Index that described the shape characteristics of lightweight aggregate (LWA) has been proposed and its effects on resulting LWAC were evaluated. Test results substantiate that the proposed Shape Index had a great influence on the mechanical properties of LWAC. Crack development, failure characteristics and stress strain curves of LWAC were studied and the concept of the proportional strain ratio was introduced to evaluate the brittleness of LWAC. Test results showed that higher volume content of LWA resulted in a more brittle failure. It was also found out that for similar concrete strengths, LWAC was comparatively brittle than normal weight concrete (NWC). © 2012 Elsevier Ltd. All rights reserved.
Research Area(s)
- Compressive strength, Lightweight aggregate concrete, Proportional strain ratio, Shape Index, Young's modulus
Citation Format(s)
Effect of lightweight aggregates on the mechanical properties and brittleness of lightweight aggregate concrete. / Cui, H. Z.; Lo, Tommy Yiu; Memon, Shazim Ali et al.
In: Construction and Building Materials, Vol. 35, 10.2012, p. 149-158.
In: Construction and Building Materials, Vol. 35, 10.2012, p. 149-158.
Research output: Journal Publications and Reviews › RGC 21 - Publication in refereed journal › peer-review