TY - JOUR
T1 - Geopolymer-bamboo composite – A novel sustainable construction material
AU - Sá Ribeiro, Ruy A.
AU - Sá Ribeiro, Marilene G.
AU - Sankar, Kaushik
AU - Kriven, Waltraud M.
N1 - Funding Information:
This research is part of the postdoctoral project Engineered Building Components with Green Geopolymers which aims to develop high performance, green-sustainable technologies, using local materials cultivated in the Amazon (like bamboo). Bamboo collection and fibers and strips preparation and conditioning were carried out at the Structural Engineering Laboratory (LTEE-INPA-National Institute for Amazonian Research). SEM and XRD were carried out at the Frederick Seitz Materials Research Laboratory Central Facilities (FS-MRL). Mechanical strength tests were carried out at the Advanced Mechanical Testing and Evaluation Laboratory of UIUC – University of Illinois at Urbana-Champaign. This work was partially supported by the US Air Force Office of Scientific Research (AFOSR) through the Tyndall Air Force base in Florida under Grant No. FA 8650-11-1-5900 , and by CNPq – Conselho Nacional de Desenvolvimento Científico e Tecnológico – Brazil.
Publisher Copyright:
© 2016 Elsevier Ltd
PY - 2016/10/1
Y1 - 2016/10/1
N2 - In the pursuit of sustainable construction, regional natural materials can be used as a base for geopolymer processing. For higher strength achievement, this study uses mixed potassium-sodium polysialate siloxo-type geopolymer reinforced with bamboo fibers and strips. The composite geopolymer reinforced with bamboo fibers was used as a binder for the bamboo strips. Geopolymer was synthesized using metakaolin produced from kaolinite extracted from Amazonian soil, and microscopically compared to a commercial, highly reactive, Metamax metakaolin-based geopolymer. Amazonian kaolin was converted into metakaolin by calcination up to 700 °C. X-ray diffraction (XRD) analysis showed the resulting amorphous metakaolin to be 76% pure, with 24% crystalline quartz impurity. Four-point flexural and compressive strength testing of the geopolymer were carried out according to ASTM standards C1341-13 and C1424-10. Scanning electron microscopy (SEM) was used to investigate the microstructure and the interface. In addition, XRD was used to confirm the formation of geopolymer. Amazonian metakaolin geopolymer reinforced with bamboo is a potential green sustainable construction material with compressive strength ranging from: 23–38 MPa for micro bamboo fibers alkali treated (BF1A), 23–25 MPa for short BF alkali treated (BF4A), and 25–29 MPa for short BF water treated (BF4W). Flexural strength values for geopolymer reinforced with bamboo fibers ranged from: 4–8 MPa for BF1A, 7–8 MPa for BF4W, and reached 21–30 MPa for mixed BF1A and bamboo strip reinforcements.
AB - In the pursuit of sustainable construction, regional natural materials can be used as a base for geopolymer processing. For higher strength achievement, this study uses mixed potassium-sodium polysialate siloxo-type geopolymer reinforced with bamboo fibers and strips. The composite geopolymer reinforced with bamboo fibers was used as a binder for the bamboo strips. Geopolymer was synthesized using metakaolin produced from kaolinite extracted from Amazonian soil, and microscopically compared to a commercial, highly reactive, Metamax metakaolin-based geopolymer. Amazonian kaolin was converted into metakaolin by calcination up to 700 °C. X-ray diffraction (XRD) analysis showed the resulting amorphous metakaolin to be 76% pure, with 24% crystalline quartz impurity. Four-point flexural and compressive strength testing of the geopolymer were carried out according to ASTM standards C1341-13 and C1424-10. Scanning electron microscopy (SEM) was used to investigate the microstructure and the interface. In addition, XRD was used to confirm the formation of geopolymer. Amazonian metakaolin geopolymer reinforced with bamboo is a potential green sustainable construction material with compressive strength ranging from: 23–38 MPa for micro bamboo fibers alkali treated (BF1A), 23–25 MPa for short BF alkali treated (BF4A), and 25–29 MPa for short BF water treated (BF4W). Flexural strength values for geopolymer reinforced with bamboo fibers ranged from: 4–8 MPa for BF1A, 7–8 MPa for BF4W, and reached 21–30 MPa for mixed BF1A and bamboo strip reinforcements.
KW - Amazon
KW - Bamboo
KW - Compressive strength of geopolymer
KW - Flexural strength of geopolymer composite
KW - Geopolymer
KW - Metakaolin
KW - SEM
KW - XRD
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U2 - 10.1016/j.conbuildmat.2016.07.037
DO - 10.1016/j.conbuildmat.2016.07.037
M3 - Article
AN - SCOPUS:84978689425
SN - 0950-0618
VL - 123
SP - 501
EP - 507
JO - Construction and Building Materials
JF - Construction and Building Materials
ER -