Reinforcement of the Steel Connection between Column and Binding Joist

Maciej Major; Jacek Nawrot; Izabela Major

doi:10.4028/www.scientific.net/KEM.828.73

Paper Titles

The Analytical Aspect of Pressure Dependence and the Change of Edge Crack Propagation of Horizontal Layer
p.53

Stone and Brick Work Churches Composition and Structural Features
p.58

ETFE Plastic Application for Reconstruction and Preservation of Architectural Structures in Syunik Province, RA
p.63

Techno-Economic and Material Science Expediency of Modernization and the Renaissance of Large-Panel House Building in Armenia
p.68

Reinforcement of the Steel Connection between Column and Binding Joist
p.73

On the Interaction at Anti-Flat Deformation of Stress Concentrators of the Type of Cracks and Stringers with Regard to the Layer Manufactured from Miscellaneous Materials
p.81

Acoustic Materials Based on Expanded Obsidian
p.89

Application of Modern Materials in Conditions of Complete Reconstruction of Existing Buildings
p.94

Enriching Methods of Porous Fillers
p.100

HomeKey Engineering MaterialsKey Engineering Materials Vol. 828Reinforcement of the Steel Connection between...

Reinforcement of the Steel Connection between Column and Binding Joist

Abstract:

The paper presents a numerical analysis for the end-plate bolted connection of beams to the column. Three models of the node were considered (with a non-reinforced column web and with reinforcement in the form of stiffening and reinforcement by welding an overlay on one side of the web. The values of strains and stresses for the analysed solutions were compared. It was shown that for the adopted load, it is necessary to increase the load-carrying capacity and stiffness of the web panel in order to ensure safe operation of the joint. The results of the analysis indicated that both solutions for web panel reinforcement are correct: strains and stresses in the node do not exceed the permissible values.

You might also be interested in these eBooks

Contemporary Problems in Architecture and Construction II

View Preview

Info:

Periodical:

Key Engineering Materials (Volume 828)

Pages:

73-80

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.828.73

Citation:

Cite this paper

Online since:

December 2019

Authors:

Maciej Major*, Jacek Nawrot, Izabela Major

Keywords:

Binding Joists, Bolted Connections, Steel, Stress

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

* - Corresponding Author

References

[1] A. Kozłowski, Konstrukcje stalowe, Przykłady obliczeń według PN-EN 1993-1, Oficyna Wydawnicza Politechniki Rzeszowskiej, Rzeszów, 2010 (in polish).

Google Scholar

[2] PN-EN 1993-1-8 Eurokod 3: Projektowanie konstrukcji stalowych Część 1-8: Projektowanie węzłów, 2006 (in polish).

Google Scholar

[3] Y. Gong, Ultimate tensile deformation and strength capacities of bolted-angle connections, Journal of Constructional Steel Research. 100 (2014) 50-59.

DOI: 10.1016/j.jcsr.2014.04.029

Google Scholar

[4] Y. Gong, Test, modelling and design of bolted-angle connections subjected to column removal, Journal of Constructional Steel Research. 139 (2017) 315-326.

DOI: 10.1016/j.jcsr.2017.10.004

Google Scholar

[5] Z. Zhao, B. Liang, H. Liu, Y. Li, Simplified numerical model for high-strength bolted connections, Engineering Structures. 164 (2018) 119-127.

DOI: 10.1016/j.engstruct.2018.02.079

Google Scholar

[6] M. Couchaux, M. Hjiaj, I. Ryan, A. Bureau, Tensile resistances of bolted circular flange connections, Engineering Structures. 171 (2018) 817-841.

DOI: 10.1016/j.engstruct.2018.04.004

Google Scholar

[7] P. Zampieri, A. Curtarello, E. Maiorana, C. Pellegrino, Numerical analyses of corroded bolted connections, Procedia Structural Integrity. 5 (2017) 592-599.

DOI: 10.1016/j.prostr.2017.07.020

Google Scholar

[8] Y. Zeynali, M. Jafari Samimi, A. Mazroei, J. Asgari Marnani, M.S. Rohanimanesh, Experimental and numerical study of frictional effects on block shear fracture of steel gusset plates with bolted connections, Thin-Walled Structures. 121 (2017) 8-24.

DOI: 10.1016/j.tws.2017.09.012

Google Scholar

[9] J. Flodr, M. Krejsa, D. Mikolasek, J. Brozovsky, P. Parenica, Numerical modeling of a thin-walled profile with respect to the redistribution of bending moments, Civil-Comp Proceedings. 108 (2015) 1-15.

DOI: 10.4203/ccp.108.37

Google Scholar

[10] E. Kormaníková, K. Kotrasová, Finite element analysis of damage modeling of fiber reinforced laminate plate, Applied Mechanics and Materials. 617 (2014) 247-250.

DOI: 10.4028/www.scientific.net/amm.617.247

Google Scholar

[11] I. Major, M. Major, Z. Respondek, Dynamical analysis of steel point connectors used for fixation of glass façades, Arch. Metall. Mater. 63 (1) (2018) 491-496.

Google Scholar

[12] P. Deniziak, E. Urbańska-Galewska, Wpływ zastosowania nakładek wzmacniających środnik na nośność i sztywność doczołowego węzła śrubowego, Konstrukcje Metalowe ZK, 2014, Konf. Naukowo-Techniczna, Kielce, pp.135-138 (in polish).

Google Scholar