Shear effects on hollow section piers under seismic actions: experimental and numerical analysis

2008 ◽  
Vol 7 (2) ◽  
pp. 377-389 ◽  
Author(s):  
Raimundo Delgado ◽  
Pedro Delgado ◽  
Nelson Vila Pouca ◽  
António Arêde ◽  
Patrício Rocha ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Hollow Section ◽  
Shear Effects

scholarly journals Numerical Analysis of Axial Cyclic Behavior of FRP Retrofitted CHS Joints

Materials ◽  
2021 ◽  
Vol 14 (3) ◽  
pp. 648
Author(s):  
Mohammad Alembagheri ◽  
Maria Rashidi ◽  
Amin Yazdi ◽  
Bijan Samali
Keyword(s):  
Numerical Analysis ◽  
Welding Process ◽  
Axial Loading ◽  
Cyclic Behavior ◽  
Buckling Mode ◽  
Compression Load ◽  
Hollow Section ◽  
Plastic Failure ◽  
Frp Composite ◽  
Circular Hollow Section

This paper aims to numerically investigate the cyclic behavior of retrofitted and non-retrofitted circular hollow section (CHS) T-joints under axial loading. Different joints with varying ratios of brace to chord radius are studied. The effects of welding process on buckling instability of the joints in compression and the plastic failure in tension are considered. The finite element method is employed for numerical analysis, and the SAC protocol is considered as cyclic loading scheme. The CHS joints are retrofitted with different numbers of Fiber Reinforced Polymer (FRP) layers with varying orientation. The results show that the welding process significantly increases the plastic failure potential. The chord ovalization is the dominant common buckling mode under the compression load. However, it is possible to increase the energy dissipation of the joints by utilizing FRP composite through changing the buckling mode to the brace overall buckling.

scholarly journals Theoretical and experimental analysis of RHS/CHS K gap joints

2013 ◽  
Vol 66 (3) ◽  
pp. 295-300
Author(s):  
Iara Souto Mayor ◽  
Gabriel Vieira Nunes ◽  
Arlene M. S. Freitas ◽  
João A. V. Requena ◽  
Afonso H. Araújo
Keyword(s):  
Numerical Analysis ◽  
Ultimate Load ◽  
Experimental Tests ◽  
Theoretical Models ◽  
Hollow Section ◽  
Collapse Mode ◽  
Hot Rolled ◽  
Theoretical Analyses ◽  
Mode A ◽  
Good Agreement

This work presents a study of welded K joints with gap, formed by a structural steel hot rolled hollow section, having rectangular hollow sections at the chords and circular hollow sections in the others members. The study developed theoretical and numerical analyses for the joints, experimental tests in full scale prototypes. Theoretical analyses were performed using code standards for K joints. The results in terms of behavior, ultimate load and collapse mode were analyzed and compared with numerical (finite elements) and theoretical models. The theoretical analysis was carried out from the code regulations. The joints tested indicated the failure mode of Plastic failure of the chord face (mode A). The results showed that the loads using code regulations and the ones from the numerical analysis had good agreement for the K joint.

scholarly journals Numerical analysis and design of slender concrete-filled elliptical hollow section columns and beam-columns

2017 ◽  
Vol 131 ◽  
pp. 90-100 ◽  
Author(s):  
W. Qiu ◽  
F. McCann ◽  
A. Espinos ◽  
M.L. Romero ◽  
L. Gardner
Keyword(s):  
Numerical Analysis ◽  
Hollow Section ◽  
Beam Columns ◽  
Analysis And Design

Numerical analysis of semi-elliptical hollow section columns

2013 ◽  
Vol 166 (8) ◽  
pp. 424-433 ◽  
Author(s):  
Nuno Silvestre ◽  
Tiago Pires ◽  
António P. C. Duarte
Keyword(s):  
Numerical Analysis ◽  
Hollow Section

Experimental and numerical analysis of circular concrete-filled double steel tubular stub columns with inner square hollow section

2021 ◽  
Vol 227 ◽  
pp. 111400
Author(s):  
Junchang Ci ◽  
Hong Jia ◽  
Mizan Ahmed ◽  
Shicai Chen ◽  
Daxing Zhou ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Hollow Section ◽  
Stub Columns

Numerical analysis of circular hollow section bolted sleeve connection

2016 ◽  
Vol 5 (1) ◽  
pp. 1
Author(s):  
Rodrigo Cuberos Vieira ◽  
João Alberto Venegas Requena ◽  
Arlene Maria Sarmanho ◽  
Afonso Henrique Mascarenhas de Araújo
Keyword(s):  
Numerical Analysis ◽  
Hollow Section ◽  
Circular Hollow Section
Sign in / Sign up

Export Citation Format

Share Document