Table 1 Details regarding research on the impact behavior of CFST members.

From: Tests and deflection calculation method for circular concrete-filled steel tubular columns under very low-elevation lateral impact loads

No

\(D\) × \(h\) × \(L\) (mm × mm × mm)

Specimen number

Impact location

Boundary conditions

Researcher

Year

1

114 × (3.5–4.5) × 1200

30

0.5L

F-F/P-P/F-P

Jia13

2005

2

(20–50) × 1.6 × 700

6

0.5L

P-P

Bambach et al.14

2008

3

100 × 5 × 2500

2

0.5L

P-P

Remennikov et al.15

2011

4

219 × 2.9 × (1880–3150)

9

0.5L

P-P

Deng et al.16

2012

5

114 × (1.7–3.5) × 1200

22

0.5L

F-F/P-P/F-P

Wang et al.17

2013

6

100 × 5 × 2500

2

0.5L

R-P

Yousuf et al.22

2013

7

180 × 3.65 × (1940–2800)

9

0.5L

F-F/P-P/F-P

Han et al.18

2014

8

114.3 × (3–3.6) × (686–1543)

84

0.5L

F-F

Shakir et al.19

2016

9

114.3 × 4.5 × 1300

3

0.5L

P-P

Alam et al.20

2017

10

300 × 3.75 × 1300

9

0.3L

F-P

Wang et al.46

2017

  1. F-F fixed–fixed, P-P pinned–pinned, F-P fixed–pinned, R-P rolled–pinned.