Budownictwo i Inżynieria Środowiska
2015.201, DOI: 10.7862/rb.2015.201
HIERARCHICAL VALIDATION OF FEM MODELS OF BOLTED JOINTS
Krzysztof OSTROWSKI, Aleksander KOZŁOWSKI
DOI: 10.7862/rb.2015.201
Abstract
The results of multistage hierarchical validation of the advanced FEM models
used to define rotation capacity of steel joints have been presented in the paper.
Validation process has been carried out for different models with various level
of complexity. Comparative analysis of the FEM models has been conducted
in relation to results of own laboratory tests. Developed methodology of formation
material characteristic was a base for further analysis of advanced models
of end plate beam-to- column connections of in the area of forecasting rotation
capacity of the joint and the whole M-Φ curve
References
[1] Rasmussen K.J.R.: Full-range stress–strain curves for stainless steel alloys. Journal of Constructional Steel Research59 (2003) 47–61.
[2] Girao Coelho A.M., Bijlaard F., Gresnigt N., Silva L.: Experimental assessment of the behavior of bolted T-stub connections made up of welded plates. Journal of Constructional Steel Research 60 (2004) 269-311.
[3] Girao Coelho A. M., Silva L., Bijlaard F.: Finite-Element Modeling of the Nonlinear Behavior of Bolted T-Stubs Connections. Journal of Structural Engineering, 2006.132:918-928.
[4] Beg D., Zupancic E., Vayas I.: On the rotation capacity of moment connections. Journal of Constructional Steel Research 60 (2004) 601-620
[5] EN 1993-1-5 Eurocode 3: Design of steel structures, Part 1.5: Plated structural elements.
[6] EN 1993-1-4 Eurocode 3: Design of steel structures, Part 1.4: General rules, Supplementary Rules for Stainless steels.
[7] ISO 6892-1:2009 (E), Metallic materials — Tensile testing, Part 1: Method of test at room temperature.
[8] ISO 898-1 Mechanical properties of fasteners made of carbon steel and alloy steel, Part 1: Bolts, screws and studs with specified property classes – Coarse thread and fine pitch thread.
About this Article
TITLE:
HIERARCHICAL VALIDATION OF FEM MODELS OF BOLTED JOINTS
AUTHORS:
Krzysztof OSTROWSKI (1)
Aleksander KOZŁOWSKI (2)
AUTHORS AFFILIATIONS:
(1) MTA Engineering Sp. z o. o. Rzeszow
(2) Rzeszow University of Technology
JOURNAL:
Budownictwo i Inżynieria Środowiska
2015.201
KEY WORDS AND PHRASES:
validation of FEM models, material characteristic, Ramberg-Osgood’s function
FULL TEXT:
http://doi.prz.edu.pl/pl/pdf/biis/436
DOI:
10.7862/rb.2015.201
URL:
http://dx.doi.org/10.7862/rb.2015.201
RECEIVED:
2015-05-30
COPYRIGHT:
Publishing House of Rzeszow University of Technology Powstańców Warszawy 12, 35-959 Rzeszow