Research Article

Experimental and Finite Element Study on 7A04 Aluminum Alloy Tube Confined High Strength Concrete Long Column

Table 8

Comparison of eccentric compression calculation bearing capacity reduction coefficient with test and formula calculation values.

Serial numberL/DEccentricity
(MPa)

(MPa)
/

1100.345.414000.5950.5970.996
2100.645.414000.3940.3911.007
3100.940.134000.2810.2830.992
4130.345.414000.5650.5970.946
5130.645.414000.3730.3910.953
6130.940.134000.2730.2830.964
7160.345.414000.5560.5970.931
8160.645.414000.3380.3910.8644
9160.940.134000.2630.2830.929
Mean value0.954
Standard deviation0.041
Coefficient of variation0.043

is the bearing capacity reduction factor obtained from the test, and is the reduction coefficient of bearing capacity calculated by the formula.