CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014
Citation:
Cheng Bo, Wang Jianmin, Wang Nengjun, Jiang Wenting. EXPERIMENT OF MECHANICAL PERFORMANCE OF FIBER CERAMSITE CONCRETE AFTER ELEVATED TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(08): 126-130.
CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014
Citation:
Cheng Bo, Wang Jianmin, Wang Nengjun, Jiang Wenting. EXPERIMENT OF MECHANICAL PERFORMANCE OF FIBER CERAMSITE CONCRETE AFTER ELEVATED TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(08): 126-130.
EXPERIMENT OF MECHANICAL PERFORMANCE OF FIBER CERAMSITE CONCRETE AFTER ELEVATED TEMPERATURE
Abstract
It was carried out that loading tests of polyacrylonitrile fiber ( PANF) ceramsite concrete and polyvinyl
alcohol fiber ( PVAF) ceramsite concrete at 20，200 400，600 and 800 ℃ to study the change laws of the
compressive ＆ tensile strengths and elastic modulus of the ceramsite concrete with temperatures，which were also
compared to the ceramsite concrete without fibers． The test results show that the cubic compressive strength of fiber
ceramsite concrete is not significantly improved． However the splitting tensile strength after elevated temperature is
improved effectively． PANF can improve the brittle fracture performance of ceramsite concrete at the peak loading．
The residual prism compressive strength of PANF ceramsite concrete is also obviously increased when the temperature
ranges from 20 ℃ to 600 ℃，and the elastic modulus of the PANF decreases more slowly when the temperature
ranges from 20 ℃ to 400 ℃．
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