Design and FEM modelling of steel truss girder joints

Strojarstvo

Volumn 52, Issue 2, 2010, Pages 125-135

  Radić, Ivan ^a   Markulak, Damir ^a   Mikolin, Miljana ^a  

^a JOSIP JURAJ STROSSMAYER UNIVERSITY OF OSIJEK   (Croatia)

Author keywords

Finite element method; Joints; Rectangular hollow sections; Truss girder

Indexed keywords

ANALYTICAL MODEL; BEHAVIOUR MODELLING; DEFORMABILITY; ENGINEERING PRACTICES; EXPERIMENTAL RESEARCH; FEM MODELLING; JOINTS; RECTANGULAR HOLLOW SECTIONS; RECTANGULAR SECTION; SECONDARY BENDING; SEMI-EMPIRICAL CALCULATION; STEEL TRUSS GIRDER; WELDED JOINTS;

BEAMS AND GIRDERS; BENDING (DEFORMATION); BENDING MOMENTS; LAWS AND LEGISLATION; MATHEMATICAL MODELS; TRUSSES; WELDED STEEL STRUCTURES; WELDING;

FINITE ELEMENT METHOD;

EID: 77955597028     PISSN: 05621887     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. European Committee for Standardization (CEN): EN 1993-1-1, Eurocode 3: Design of steel structures-Part 1-1: General rules and rules for buildings, 2005.
2. European Committee for Standardization (CEN): EN 1993-1-8, Eurocode 3: Design of steel structures - Part 1-8: Design of joints, 2005.
3. WARDENIER, J.: Hollow sections in structural applications, Comité International pour le Développement et l'Etude de la Construction Tubulaire, CIDECT; 2000
4. DEL COZ DÍAZ, J.J.; GARCÍA NIETO, P.J.; FERNÁNDEZ RICO, M.; SUÁREZ SIERRA, J.L.: Non-linear analysis of the tubular 'heart'joint by FEM and experimental validation, Journal of Constructional Steel Research, Volume 63, Issue 8, August 2007, 1077-1090
5. AUTODESK ROBOT STRUCTURAL ANALYSIS: Getting started guide,2009., Autodesk, Inc.
6. ADINA user interface command reference manual, Volume I: ADINA Solids & structures model definition, Report ARD 09-12, May 2009., ADINA R&D Inc.
7. CHRISTITSAS, A.D.; PACHOUMIS, D.T.; KALFAS, C.N.; GALOUSSIS, E.G.: Fem analysis of cenventional and square bird-beak SHS joint subject to in-plane bending moment-experimental study, Journal of Constructional Steel Research 63 (2007), 1361-1372