TY - JOUR
T1 - Optimizing the design parameters for chamotte particle-reinforced geopolymers
AU - Constâncio Trindade, Ana Carolina
AU - McNutt, Patrick F.
AU - Sood, Sai Shruti
AU - Brandvold, Allison S.
AU - Ozer, Ali
AU - Kriven, Waltraud M.
N1 - This work was funded by a Congressional Mandate through the U.S. Army Corps of Engineers, Engineer Research Development Corps (ERDC) through the Construction Engineering Research Laboratory (CERL) in Champaign, Illinois, under Contract number Army W9132T\u201021\u2010C\u20100005 AH571. The authors acknowledge the use of facilities in the Center for Microanalysis of Materials, as part of the Frederick Seitz Materials Research Laboratory and the Advanced Materials Testing and Evaluation Laboratories (AMTEL), both at the University of Illinois at Urbana\u2014Champaign.
PY - 2024/9
Y1 - 2024/9
N2 - This study delved into the utilization of chamotte particles in varying contents (0–50 wt%) as reinforcing agents in both fresh and hardened states within potassium-based geopolymer (KGP) composites. Although the previous research predominantly underscored the high-temperature stability of chamotte in composites subjected to extreme conditions, this study focuses on expanding their potential applications at ambient temperature. The experimental findings showed that the flowability of the pastes experienced a slight reduction up to 20 wt% chamotte, followed by a substantial decrease, ultimately resulting in complete shape retention at 50 wt%. Squeeze flow and standard rheological tests supported these observations, revealing elevated work-to-squeeze values peaking at 1.3 J. X-ray diffraction data showed that crystallinity prevailed in chamotte, establishing its efficacy as a nonreactive reinforcement. In the hardened state, the inclusion of chamotte enhanced the mechanical properties of the composites, specifically compressive, flexural, and splitting tensile strengths, reaching up to 61.7, 13.2, and 5.6 MPa, respectively. Young's modulus (E) and shear modulus (G) also exhibited an upward trend with increasing chamotte content, reaching values of up to 17.7 and 7.7 GPa at 50 wt%, respectively. Scanning electron microscopy (SEM) analysis validated particle interlocking and crack-bridging mechanisms. In general, this study highlights the effectiveness of chamotte particles in improving the mechanical properties of KGP composites at room temperature. It also emphasizes the necessity of considering the mentioned parameters in the design of particulate-reinforced geopolymer compositions for diverse applications.
AB - This study delved into the utilization of chamotte particles in varying contents (0–50 wt%) as reinforcing agents in both fresh and hardened states within potassium-based geopolymer (KGP) composites. Although the previous research predominantly underscored the high-temperature stability of chamotte in composites subjected to extreme conditions, this study focuses on expanding their potential applications at ambient temperature. The experimental findings showed that the flowability of the pastes experienced a slight reduction up to 20 wt% chamotte, followed by a substantial decrease, ultimately resulting in complete shape retention at 50 wt%. Squeeze flow and standard rheological tests supported these observations, revealing elevated work-to-squeeze values peaking at 1.3 J. X-ray diffraction data showed that crystallinity prevailed in chamotte, establishing its efficacy as a nonreactive reinforcement. In the hardened state, the inclusion of chamotte enhanced the mechanical properties of the composites, specifically compressive, flexural, and splitting tensile strengths, reaching up to 61.7, 13.2, and 5.6 MPa, respectively. Young's modulus (E) and shear modulus (G) also exhibited an upward trend with increasing chamotte content, reaching values of up to 17.7 and 7.7 GPa at 50 wt%, respectively. Scanning electron microscopy (SEM) analysis validated particle interlocking and crack-bridging mechanisms. In general, this study highlights the effectiveness of chamotte particles in improving the mechanical properties of KGP composites at room temperature. It also emphasizes the necessity of considering the mentioned parameters in the design of particulate-reinforced geopolymer compositions for diverse applications.
KW - chamotte
KW - compressive strength
KW - flexural strength
KW - flowability
KW - geopolymer
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U2 - 10.1111/jace.19909
DO - 10.1111/jace.19909
M3 - Article
AN - SCOPUS:85193941440
SN - 0002-7820
VL - 107
SP - 6045
EP - 6059
JO - Journal of the American Ceramic Society
JF - Journal of the American Ceramic Society
IS - 9
ER -