TY - GEN
T1 - Effect of rubber particles on fracture properties and microstructure of matrix for PDCC
AU - Pang, Chaoming
AU - Leung, Christopher K.Y.
AU - Sun, Wei
PY - 2012
Y1 - 2012
N2 - Non-biodegradable rubber waste from tyres can be employed for the making of pseudo-ductile cementitious composites (PDCC) which requires a matrix of low toughness. In the present study, compressive strength and fracture toughness are measured for cementitious mortar containing small volume of sand, and with or without rubber particles. Also micro-hardness testing, mercury intrusion porosimetry and scanning electron microscopy are performed. According to the test results, the incorporation of 10%∼11% rubber particles with average size of 0.4mm or 0.2mm by volume decreases the compressive strength by 40%∼60% and the fracture toughness by 10%∼40% which makes preparation of PDCC easier. These can be explained by the presence of cracks at the interface between rubber particle and matrix, as well as the increased porosity and specifically the increased content of large capillary pores in the cementitious composites with rubber particles which is considered as solid air-entraining agent. Moreover, there is a more significant increase in the content of capillary pores for composites with small size rubber particles, explaining the lower strength and toughness when these particles are employed.
AB - Non-biodegradable rubber waste from tyres can be employed for the making of pseudo-ductile cementitious composites (PDCC) which requires a matrix of low toughness. In the present study, compressive strength and fracture toughness are measured for cementitious mortar containing small volume of sand, and with or without rubber particles. Also micro-hardness testing, mercury intrusion porosimetry and scanning electron microscopy are performed. According to the test results, the incorporation of 10%∼11% rubber particles with average size of 0.4mm or 0.2mm by volume decreases the compressive strength by 40%∼60% and the fracture toughness by 10%∼40% which makes preparation of PDCC easier. These can be explained by the presence of cracks at the interface between rubber particle and matrix, as well as the increased porosity and specifically the increased content of large capillary pores in the cementitious composites with rubber particles which is considered as solid air-entraining agent. Moreover, there is a more significant increase in the content of capillary pores for composites with small size rubber particles, explaining the lower strength and toughness when these particles are employed.
KW - Cementitious composites
KW - Fracture toughness
KW - Micro-hardness
KW - Microstructure pore size distribution
KW - Rubber particles
UR - https://www.webofscience.com/wos/woscc/full-record/WOS:000312234600261
UR - https://openalex.org/W2073822564
UR - https://www.scopus.com/pages/publications/84861682682
U2 - 10.4028/www.scientific.net/AMM.174-177.1326
DO - 10.4028/www.scientific.net/AMM.174-177.1326
M3 - Conference Paper published in a book
SN - 9783037854235
T3 - Applied Mechanics and Materials
SP - 1326
EP - 1332
BT - Advanced Building Materials and Sustainable Architecture
T2 - 2nd International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2012
Y2 - 25 May 2012 through 27 May 2012
ER -