TY - JOUR
T1 - Internal structure examination of lightweight concrete produced with polymer-coated pumice aggregate
AU - Bideci, Alper
AU - Gültekin, Ali Haydar
AU - Yildirim, Hasan
AU - Oymael, Sabit
AU - Bideci, Özlem Salli
PY - 2013
Y1 - 2013
N2 - In the construction sector, pumice is observed to be used in both structural and non-structural building elements. In this study, to produce a new kind of concrete, the aggregates are coated with three different polymers (Sonomeric1: SNMC, KB Pur 214: KBP and Polipol3455: PLP) that have multiple uses. The mineralogical-petrographical features of both polymer-coated and uncoated aggregates were examined, and SEM (Scanning Electron Microscope) and XRD (X-ray Diffraction) analyses were performed. Moreover, in the study, lightweight concrete elements with different dosages (300, 400 and 500) were produced by using polymer-coated and uncoated aggregates; and their internal structure examinations were performed and compressive strength values of 3, 7 and 28 days samples were investigated. As a conclusion; among the aggregate samples, it was determined that PLP-coated aggregates have a more porous structure than the other polymer-coated aggregates and KBP-coated aggregates could be used in lightweight concrete (500 dosage) production. It was also concluded that the compressive strength values of lightweight concrete elements produced with coated samples increased even more.
AB - In the construction sector, pumice is observed to be used in both structural and non-structural building elements. In this study, to produce a new kind of concrete, the aggregates are coated with three different polymers (Sonomeric1: SNMC, KB Pur 214: KBP and Polipol3455: PLP) that have multiple uses. The mineralogical-petrographical features of both polymer-coated and uncoated aggregates were examined, and SEM (Scanning Electron Microscope) and XRD (X-ray Diffraction) analyses were performed. Moreover, in the study, lightweight concrete elements with different dosages (300, 400 and 500) were produced by using polymer-coated and uncoated aggregates; and their internal structure examinations were performed and compressive strength values of 3, 7 and 28 days samples were investigated. As a conclusion; among the aggregate samples, it was determined that PLP-coated aggregates have a more porous structure than the other polymer-coated aggregates and KBP-coated aggregates could be used in lightweight concrete (500 dosage) production. It was also concluded that the compressive strength values of lightweight concrete elements produced with coated samples increased even more.
KW - A. Polymer-matrix composites (PMCs)
KW - B. Microstructure
KW - B. Physical properties
KW - B. Strength
KW - D. Electron microscopy
UR - http://www.scopus.com/inward/record.url?scp=84880714747&partnerID=8YFLogxK
U2 - 10.1016/j.compositesb.2013.06.004
DO - 10.1016/j.compositesb.2013.06.004
M3 - Article
AN - SCOPUS:84880714747
SN - 1359-8368
VL - 54
SP - 439
EP - 447
JO - Composites Part B: Engineering
JF - Composites Part B: Engineering
IS - 1
ER -