Experimental and numerical studies of CFRP tube and steel spiral dual-confined concrete composite columns under axial impact loading
2018
2018-11-19 08:33:05
1033
CFRP tube, spiral reinforcement, dual-confinement, axial impact resistance, cracking resistance, ductile failure, dynamic increase factor, finite element analysis
Liang
Huang
70
Chang
Gao
70
Libo
Yan
70
Tao
Yu
70
Bohumil
Kasal
70
UDK
4
62
ISSN pri Ĩlanku
9
1359-8368
OceCobissID
13
16857349
DOI
15
10.1016/j.compositesb.2018.07.008
COBISS.SI-ID
3
1540819140
0
Predstavitvena datoteka
2018-11-19 08:33:08