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References (33)
-
(1998)
Techniques for interactive and automatic idealization of CAD models -
(1970)
Theory of Elasticity, 3rd Edition, McGraw-Hill Inc -
K. Surana (1980)
Transition finite elements for axisymmetric stress analysisInternational Journal for Numerical Methods in Engineering, 15
-
(1947)
On bending of elastic plates”, Quarterly of Applied Mathematics, Vol -
(1991)
The Finite Element Method, Vol -
I. Guzelbey, B. Kanber (2000)
A practical rule for the derivation of transition finite elementsInternational Journal for Numerical Methods in Engineering, 47
-
O. Zienkiewicz, R. Taylor, J. Zhu, Elsevier Bl, Ttfrworth Hhintalann (1977)
The finite element method -
A. Gupta (1978)
A finite element for transition from a fine to a coarse gridInternational Journal for Numerical Methods in Engineering, 12
-
(1979)
Isoparametric elements for cross-sectional properties and stress analysis of beams”, International Journal for Numerical Methods in Engineering, Vol -
(1993)
An Advanced Finite Element System for Engineering Analysis, PhD Thesis, Cranfield Institute of Technology, UK -
(1970)
Theory of Elasticity, 3 Edition, New York, McGraw-Hill -
P. Chang, A. Flatau, S. Liu (2003)
Review Paper: Health Monitoring of Civil InfrastructureStructural Health Monitoring, 2
-
(1988)
A solid-shell transition element for geometrically nonlinear analysis of laminated composite structures”, International Journal for Numerical Methods in Engineering, Vol -
(1998)
Multi-dimensional analysis modeling”, Proceedings of 6th ACME Annual Conference on Computational Mechanics, UK, pp -
C. Liao, J. Reddy, S. Engelstad (1988)
A solid-shell transition element for geometrically non-linear analysis of laminated composite structuresInternational Journal for Numerical Methods in Engineering, 26
-
R. McCune, C. Armstrong, D. Robinson (2000)
Mixed‐dimensional coupling in finite element modelsInternational Journal for Numerical Methods in Engineering, 49
-
Gong Yaonan (1988)
Local/global structural analysis by transition elementsComputers & Structures, 30
-
(2001)
Fatigue damage model for bridge under traffic loading”, Journal of Theoretical and Applied Fracture Mechanics, Vol -
(1996)
Significance of finite element methods in fatigue analysis -
H. Nowack, U. Schulz (1996)
Significance of Finite Element Methods (FEM) in Fatigue Analyses -
(1998)
Mixed Dimensional Coupling and Error Estimation in Finite Element Stress Analysis, PhD Thesis, The Queen’s University of Belfast -
Abraham Askenazi, V. Adams (1998)
Building Better Products with Finite Element Analysis -
K. Subbaraj, M. Dokainish (1988)
Side-node transition quadrilateral finite elements for mesh-gradingComputers & Structures, 30
-
Z. Li, T. Chan, J. Ko (2001)
Fatigue damage model for bridge under traffic loading: application made to Tsing Ma BridgeTheoretical and Applied Fracture Mechanics, 35
-
D. Monaghan, Ian Doherty, David McCourt, C. Armstrong (1998)
Coupling 1D Beams to 3D Bodies -
(1998)
Multi-dimensional analysis modeling -
C. Dávila (1994)
Solid-to-shell transition elements for the computation of interlaminar stressesComputing Systems in Engineering, 5
-
(1988)
Side-node transition quadrilateral finite elements for mesh-grinding”, Computers and Structures, Vol -
E. Reissner (1947)
On bending of elastic platesQuarterly of Applied Mathematics, 5
-
(2006)
Experimental Research on Static and Dynamic Responses of Bridge Longitudinal Truss with Typical Welded Details, Master Thesis, Southeast University, China -
K. Surana (1979)
Isoparametric elemetns for cross‐sepctional properties and stress analysis of beamsInternational Journal for Numerical Methods in Engineering, 14
-
(2000)
Automatically Coupling Elements of Dissimilar Dimension in Finite Element Analysis, PhD Thesis, The Queen”s -
(1998)
Mixed Dimensional Coupling and Error Estimation in Finite Element Stress Analysis, PhD Thesis, The Queen”s
- Publisher
- SAGE
- Copyright
- © 2012 SAGE Publications
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1260/1369-4332.15.5.837
- Publisher site
- See Article on Publisher Site
Abstract
Finding an appropriate linking method to connect different dimensional element types in a single finite element model is a key issue in the multi-scale modeling. This paper presents a mixed dimensional coupling method using multi-point constraint equations derived by equating the work done on either side of interface connecting beam elements and shell elements for constructing a finite element multi-scale model. A typical steel truss frame structure is selected as case example and the reduced scale specimen of this truss section is then studied in the laboratory to measure its dynamic and static behavior in global truss and local welded details while the different analytical models are developed for numerical simulation. Comparison of dynamic and static response of the calculated results among different numerical models as well as the good agreement with those from experimental results indicates that the proposed multi-scale model is efficient and accurate.
Journal
Advances in Structural Engineering – SAGE
Published: May 1, 2012