Column-Base Plate Connection under Monotonic Load: Experimental and Theoretical Analysis

Column-Base Plate Connection under Monotonic Load: Experimental and Theoretical Analysis

Seyed Mostafa Shabanian

Contact

Gholamreza Abdollahzadeh

Contact

Amir Sina Tavakol

Contact

Babol Noshirvani University of Technology

Column-Base Plate Connection under Monotonic Load: Experimental and Theoretical Analysis

Article Fingerprint

ReserarchID

509C7

Column-Base Plate Connection under Monotonic Load: Experimental and Theoretical Analysis Banner

AI TAKEAWAY

Connecting with the Eternal Ground

Abstract

Connections in steel structures have an important impact on the behavior of the entire structure. One of them existed in the connection of column to base plate. The appropriate understanding of structural connections behavior and the awareness of how transmission of power occurred by their connections and more accurate understanding of their behavior is essential for modeling and structural analysis. In the following study, at first, the connection of the column to base palte was studied under the monotonic loading in laboratory. Then, the finite element method and criteria are used for designing the moment-rotation curve. The results of the study indicated that the moment-rotation curve of in experimental sample and the analytical methods are reasonably close to each other. Therefore, the finite element methods and criteria can be used with reasonable accuracy in the behavior evaluation of this type of connection.

References

28 Cites in Article

Reference Format

Y Shi,S Chan,Y Wong (1996). Modeling for moment rotation characteristics for end-plate connections.
L Silva,Amg Coelho (2001). A ductility model for connection.
M Frye,Glenn Morris (1975). Analysis of Flexibly Connected Steel Frames.
G Abdollahzadeh,S Shabanian (2013). Analytical and Experimental Studies on Behavior of Beam to Column Connections with Flange Plate under Monotonic Loading.
Natarajan Krishnamurthy,Horng-Te Huang,Paul Jeffrey,Louie Avery (1979). Analytical <i>M</i> -θ Curves for End-Plate Connections.
(2003). Comite Euro peen de Normalisation.
E Minas,Lemonis,J Charts,Gantes (2009). Mechanical modeling of the nonlinear response of beam to column joints.
A Del Savio,D Nether Cot,P Vellasco,S Andradec,L Martha (1895). Generalised interaction.
G Huber,F Tschemmernegg (1998). Modeling of beam -to -column Joints.
N Krishnamurthy,D Graddy (1976). Correlation between 2-and 3-dimenesional finite element analysis of steel bolted end-plate connections.
O Bursi,Jas,Jp (1997). Calibration of a finite element model for isolated bolted end-plate steel connections.
P Zoetemeijer (1974). A design method for the tension side of statically laded, bolted beam to column connections.
J Packer,L Morris (1979). A limit state design method for the tension region of bolted beam column connections.
F Mazzolani (2000). Moment Resistant Connections of Steel Frames in Seismic Areas.
Charis Gantes,Minas Lemonis,A (2003). Influence of equivalent bolt length in finite element modeling of T-stub steel connection.
G Abdollahzadeh,S Shabanian (2013). Investigation the Behavior of Beam to Column Connection with Flange Plate by Using Component Method.
A Mehrabian (2002). Seismic Performance of Steel Frames with A Post-Northridge Connection.
Won King,Wai-Fah Chen (1993). LRFD Analysis for Semi-Rigid Frame Design.
Mohamed Elsayedmashaly,El-Heweity (2010). Finite element analysis of beam-to-column joints in steel frames under cyclic loading.
Benjamin Loret,Jean Prevost (1986). Accurate numerical solutions for Drucker-Prager elasticplastic models.
Klaus Weynand,Jean-Pierre Jaspart,Martin Steenhuis (1995). The stiffness model of revised Annex J of Eurocode 3.
A Azizinamini (1982). Monotonic response of semirigid steel beam to column connections.
K Urbonas,A Daniunas (2006). Behavior of Semi-Rigid Steel Beam-to-Beam Joints under Bending and Axial Forces.
S Adany (2000). Experimental investigations of steel cold-formed moment-resisting bolted lap joints under monotonic and cyclic loading.
H Tagawa,S Gurel (2005). Application of steel channels as stiffeners in bolted moment connections.
V Ciampi,R Eligehausen,V Bertero,E Popov (1982). Analytical Model for Concrete Anchorages of Reinforcing Bars under Generalized Excitations.
C Díaz,M Victoria,P Marti,O Querin (2011). FEM model of beam-to-column extended end-plate joints.
S Adany,L Dunai (2004). Finite element simulation of the cyclic behavior of end-plate joints.

Download References

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Seyed Mostafa Shabanian. 2016. \u201cColumn-Base Plate Connection under Monotonic Load: Experimental and Theoretical Analysis\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 16 (GJRE Volume 16 Issue E3): .

More Citation Formats

Select Citation Style:

Download Citation

Download Article

GJRE Volume 16 Issue E3
Pg. 43- 50

Explore Journals Explore Volume Read This Issue

Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords

Not Found

Classification

GJRE-E Classification: FOR Code: 290899

Submission ReceivedApril 12, 2016
Peer Review Double Blind
Handling Editor
Accepted May 3, 2016
Published May 15, 2016

Version of record

v1.2

Issue date

September 9, 2016

Language

Experiance in AR

Explore published articles in an immersive Augmented Reality environment. Our platform converts research papers into interactive 3D books, allowing readers to view and interact with content using AR and VR compatible devices.

View in VR

Read in 3D

Your published article is automatically converted into a realistic 3D book. Flip through pages and read research papers in a more engaging and interactive format.

View in 3D

Article Matrices

Total Score: 83

Country: Iran

Subject: Global Journal of Research in Engineering - E: Civil & Structural

Authors: Seyed Mostafa Shabanian, Gholamreza Abdollahzadeh, Amir Sina Tavakol (PhD/Dr. count: 0)

View Count (all-time): 234

Total Views (Real + Logic): 3840

Total Downloads (simulated): 1861

Publish Date: 2016 09, Fri

Monthly Totals (Real + Logic):

Month 1: 55 views
Month 2: 35 views
Month 3: 48 views
Month 4: 43 views
Month 5: 28 views
Month 6: 31 views
Month 7: 42 views
Month 8: 32 views
Month 9: 27 views
Month 10: 45 views
Month 11: 43 views
Month 12: 35 views
Month 13: 31 views
Month 14: 42 views
Month 15: 27 views
Month 16: 36 views
Month 17: 20 views
Month 18: 26 views
Month 19: 37 views
Month 20: 27 views
Month 21: 33 views
Month 22: 33 views
Month 23: 30 views
Month 24: 45 views
Month 25: 33 views
Month 26: 42 views
Month 27: 19 views
Month 28: 42 views
Month 29: 25 views
Month 30: 25 views
Month 31: 18 views
Month 32: 30 views
Month 33: 32 views
Month 34: 32 views
Month 35: 40 views
Month 36: 40 views
Month 37: 36 views
Month 38: 25 views
Month 39: 39 views
Month 40: 36 views
Month 41: 19 views
Month 42: 27 views
Month 43: 15 views
Month 44: 47 views
Month 45: 23 views
Month 46: 36 views
Month 47: 17 views
Month 48: 37 views
Month 49: 40 views
Month 50: 21 views
Month 51: 24 views
Month 52: 25 views
Month 53: 32 views
Month 54: 32 views
Month 55: 21 views
Month 56: 13 views
Month 57: 18 views
Month 58: 48 views
Month 59: 25 views
Month 60: 26 views
Month 61: 40 views
Month 62: 40 views
Month 63: 34 views
Month 64: 36 views
Month 65: 39 views
Month 66: 50 views
Month 67: 12 views
Month 68: 37 views
Month 69: 36 views
Month 70: 30 views
Month 71: 29 views
Month 72: 28 views
Month 73: 22 views
Month 74: 18 views
Month 75: 28 views
Month 76: 25 views
Month 77: 21 views
Month 78: 31 views
Month 79: 26 views
Month 80: 31 views
Month 81: 39 views
Month 82: 16 views
Month 83: 26 views
Month 84: 21 views
Month 85: 18 views
Month 86: 18 views
Month 87: 28 views
Month 88: 35 views
Month 89: 18 views
Month 90: 28 views
Month 91: 14 views
Month 92: 40 views
Month 93: 40 views
Month 94: 25 views
Month 95: 36 views
Month 96: 38 views
Month 97: 29 views
Month 98: 24 views
Month 99: 20 views
Month 100: 26 views
Month 101: 38 views
Month 102: 43 views
Month 103: 38 views
Month 104: 38 views
Month 105: 24 views
Month 106: 27 views
Month 107: 36 views
Month 108: 38 views
Month 109: 24 views
Month 110: 24 views
Month 111: 46 views
Month 112: 27 views
Month 113: 25 views
Month 114: 83 views
Month 115: 44 views
Month 116: 25 views

Total Views: 3840

Total Downloads: 1861

2026 Trends

Published Article

Our website is actively being updated, and changes may occur frequently. Please clear your browser cache if needed. For feedback or error reporting, please email [email protected]