TY - GEN
T1 - Experiment on mechanical behavior of reinforced concrete subjected to impact loading
AU - Liu, Haifeng
AU - Yang, Weiwu
AU - Ning, Jianguo
PY - 2012
Y1 - 2012
N2 - The dynamic compression tests of reinforced concrete with different reinforcement ratios are carried out by split Hopkinson pressure bar (SHPB). Reinforced steel bar is placed along longitudinal and transverse direction. Experimental results show that reinforced concrete is non-linear and rate-dependent. With the enhancement of strain rate, the peak stress of reinforced concrete increases correspondingly.
AB - The dynamic compression tests of reinforced concrete with different reinforcement ratios are carried out by split Hopkinson pressure bar (SHPB). Reinforced steel bar is placed along longitudinal and transverse direction. Experimental results show that reinforced concrete is non-linear and rate-dependent. With the enhancement of strain rate, the peak stress of reinforced concrete increases correspondingly.
KW - Dynamic mechanical behavior
KW - Reinforced concrete
KW - Split Hopkinson pressure bar
UR - http://www.scopus.com/inward/record.url?scp=84863179718&partnerID=8YFLogxK
U2 - 10.4028/www.scientific.net/AMR.450-451.523
DO - 10.4028/www.scientific.net/AMR.450-451.523
M3 - Conference contribution
AN - SCOPUS:84863179718
SN - 9783037853481
T3 - Advanced Materials Research
SP - 523
EP - 526
BT - Trends in Building Materials Research
T2 - 2nd International Conference on Structures and Building Materials, ICSBM 2012
Y2 - 9 March 2012 through 11 March 2012
ER -