Cyclic lateral loading test for composite columns with high-strength steel angle cage

2022 ◽  
Vol 250 ◽  
pp. 113463
Author(s):  
Hyeon-Jin Kim ◽  
Hong-Gun Park ◽  
Hyeon-Jong Hwang
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Lateral Loading ◽  
Loading Test ◽  
Composite Columns ◽  
Steel Angle

scholarly journals Analysis and Modification of Methods for Calculating Axial Load Capacity of High-Strength Steel-Reinforced Concrete Composite Columns

Materials ◽  
2021 ◽  
Vol 14 (22) ◽  
pp. 6860
Author(s):  
Jun Wang ◽  
Yuxin Duan ◽  
Yifan Wang ◽  
Xinran Wang ◽  
Qi Liu
Keyword(s):  
Reinforced Concrete ◽  
Bearing Capacity ◽  
High Strength Steel ◽  
Slenderness Ratio ◽  
High Strength ◽  
Confinement Effect ◽  
Test Results ◽  
Composite Columns ◽  
Steel Reinforced Concrete ◽  
Modified Formula

To investigate the applicability of the methods for calculating the bearing capacity of high-strength steel-reinforced concrete (SRC) composite columns according to specifications and the effect of confinement of stirrups and steel on the bearing capacity of SRC columns. The axial compression tests were conducted on 10 high-strength SRC columns and 4 ordinary SRC columns. The influences of the steel strength grade, the steel ratio, the types of stirrups and slenderness ratio on the bearing capacity of such members were examined. The analysis results indicate that using high-strength steel and improving the steel ratio can significantly enhance the bearing capacity of the SRC columns. When the slenderness ratio increases dramatically, the bearing capacity of the SRC columns plummets. As the confinement effect of the stirrups on the concrete improves, the utilization ratio of the high-strength steel in the SRC columns increases. Furthermore, the results calculated by AISC360-19(U.S.), EN1994-1-1-2004 (Europe), and JGJ138-2016(China) are too conservative compared with test results. Finally, a modified formula for calculating the bearing capacity of the SRC columns is proposed based on the confinement effect of the stirrups and steel on concrete. The results calculated by the modified formula and the finite element modeling results based on the confinement effect agree well with the test results.

Estimation of Subsurface Crack Initiation lives for a High Strength Steel under Variable Amplitude Loading Test

2003 ◽  
Vol 2003.1 (0) ◽  
pp. 169-170 ◽  
Author(s):  
Masaki NAKAJIMA ◽  
Hisatake ITOGA ◽  
Nami KAMIYA ◽  
Keiro TOKAJI ◽  
Haeng Nam KO
Keyword(s):  
Crack Initiation ◽  
High Strength Steel ◽  
High Strength ◽  
Subsurface Crack ◽  
Loading Test ◽  
Variable Amplitude Loading ◽  
Variable Amplitude

scholarly journals CYCLIC LOADING TEST OF CRUCIFORM FRAME USING HIGH STRENGTH STEEL BOX－SECTION COLUMN TO BEAM MOMENT CONNECTION WITH EXTERIOR DIAPHRAGM

2020 ◽  
Vol 85 (767) ◽  
pp. 129-139 ◽  
Author(s):  
Ryosuke OBA ◽  
Hiromitsu MORIOKA ◽  
Tomohiro KINOSHITA ◽  
Yuji KOETAKA ◽  
Keiichiro SUITA ◽  
...  
Keyword(s):  
Cyclic Loading ◽  
High Strength Steel ◽  
High Strength ◽  
Loading Test ◽  
Cyclic Loading Test ◽  
Box Section ◽  
Moment Connection

scholarly journals Bearing Capacity of Hollow GFRP Pipe-Concrete-High Strength Steel Tube Composite Long Columns Under Eccentrical Compression Load

2021 ◽  
Vol 8 ◽  
Author(s):  
Jing Ji ◽  
Wen Zeng ◽  
Ruili Wang ◽  
Hongguo Ren ◽  
Lei Zhang ◽  
...  
Keyword(s):  
Bearing Capacity ◽  
High Strength Steel ◽  
Slenderness Ratio ◽  
Constitutive Models ◽  
Ductile Failure ◽  
High Strength ◽  
Steel Tube ◽  
Statistical Regression ◽  
Compression Load ◽  
Composite Columns

To investigate the bearing capacity of the hollow Glass Fiber Reinforced Polymer (GFRP) pipe-concrete-steel tube composite long columns subjected to eccentrical compression load, 33 hollow GFRP pipe-concrete-steel tube composite long columns have been designed. The slenderness ratio (λ), compressive strength of concrete cube (fcu), eccentricity (e) and so on are the main parameters. Based on constitutive models for steel, GFRP and confined concrete, numerical simulation of the hollow GFRP pipe-concrete-high strength steel tube composite long columns has been carried out by using software ABAQUS. The rationality of the constitutive models and modeling method has been verified by comparing the experimental and simulated load-displacement curves. The influence of different parameters on the mechanical behavior of this kind of column has been investigated. Results show that with the increasing of t1, t2 and fcu, the ultimate eccentrical compression bearing capacity of the specimen increases. With the increasing of e, the ultimate displacement of the specimens increases, while the ultimate eccentrical compression bearing capacity decreases. The eccentricity has a significant influence on the ultimate eccentrical compression bearing capacity. With the increasing of λ, the ultimate eccentrical compression bearing capacity of the specimens gradually decreases. The specimens suffer from ductile failure. The formula of the ultimate eccentrical compression bearing capacity of the composite columns is obtained by statistical regression. The study can provide theoretical support for the application of the composite columns in practical engineering.

Sign in / Sign up

Export Citation Format

Share Document