Huang Yansheng, Yao Daxin, Cai Jian, Liu Fujun. STRENGTH OF CFST COLUMN-FLAT PLATE STRUCTURE IN PUNCHING SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 24-26. doi: 10.13204/j.gyjz200511007
Citation:
Chen Zongping, Zheng Wei, Zhou Chunheng, Xue Jianyang. TEST OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE AXIAL COMPRESSION SHORT COLUMNS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 32-38. doi: 10.13204/j.gyjz2001411006
Huang Yansheng, Yao Daxin, Cai Jian, Liu Fujun. STRENGTH OF CFST COLUMN-FLAT PLATE STRUCTURE IN PUNCHING SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 24-26. doi: 10.13204/j.gyjz200511007
Citation:
Chen Zongping, Zheng Wei, Zhou Chunheng, Xue Jianyang. TEST OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE AXIAL COMPRESSION SHORT COLUMNS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 32-38. doi: 10.13204/j.gyjz2001411006
In order to reveal the axial compression behavior of steel reinforced recycled aggregate concrete ( SRRAC)
columns after high temperature,18 specimens were designed for monotonic loading experiment after high temperature,
and five varying parameters were considered,which were the high temperature,the constant temperature time,the
cover thickness,the steel ratio and the stirrup ratio. The failure processes and forms of specimens at different
temperatures were observed,the percentage of mass decrement,load-displacement curves,residual bearing capacity,
and other important data were obtained. And the effecting law of each changing parameters on the SRRAC columns’
mechanical behavior after high temperature was analyzed. Results showed that the failure mode of SRRAC columns
after high temperature was similar to that at normal temperature. The SRRAC columns after high temperature had
certain deformation performance after ultimate load,but the axial rigidity and residual bearing capacity of specimens
were reduced compared with that at normal temperature. The strength of the specimens after high temperature was
reduced by 13% to 50%,which was reduced by 32% to 42% at 600 ℃.
Huang Yansheng, Yao Daxin, Cai Jian, Liu Fujun. STRENGTH OF CFST COLUMN-FLAT PLATE STRUCTURE IN PUNCHING SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 24-26. doi: 10.13204/j.gyjz200511007
Huang Yansheng, Yao Daxin, Cai Jian, Liu Fujun. STRENGTH OF CFST COLUMN-FLAT PLATE STRUCTURE IN PUNCHING SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 24-26. doi: 10.13204/j.gyjz200511007