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A platform for research: civil engineering, architecture and urbanism
Design of web-tapered steel beams against lateral-torsional buckling through a stiffness reduction method
https://orcid.org/0000-0003-0126-6807
Highlights Stiffness reduction method developed for LTB assessment of tapered beams. Proposed method eliminates the need to use member design equations. Comprehensive verification of the stiffness reduction method against shell FE results. The proposed approach compared against Eurocode 3. Illustration of the accuracy of proposed method for laterally braced tapered beams.
Abstract A stiffness reduction method for the lateral-torsional buckling (LTB) assessment of welded web-tapered steel beams is presented in this study. The method is implemented by (i) modelling a tapered steel beam using elastic beam finite elements specifically developed to represent the elastic instability response of tapered steel members, (ii) reducing the Young’s modulus E and shear modulus G of each element through a stiffness reduction function considering the bending moments and cross-section properties at the middle of each element and (iii) performing an elastic Linear Buckling Analysis of the beam with reduced stiffness, referred to as LBA-SR herein. Since the adverse influence of the development of plasticity and imperfections on the ultimate member strengths are fully accounted for through stiffness reduction, the presented method does not require any further global instability assessment using member design equations; thus, the proposed method is both direct and practical. Verification of the method is shown for a wide range of web-tapered steel beams using results from nonlinear shell finite element modelling.
Design of web-tapered steel beams against lateral-torsional buckling through a stiffness reduction method
https://orcid.org/0000-0003-0126-6807
Highlights Stiffness reduction method developed for LTB assessment of tapered beams. Proposed method eliminates the need to use member design equations. Comprehensive verification of the stiffness reduction method against shell FE results. The proposed approach compared against Eurocode 3. Illustration of the accuracy of proposed method for laterally braced tapered beams.
Abstract A stiffness reduction method for the lateral-torsional buckling (LTB) assessment of welded web-tapered steel beams is presented in this study. The method is implemented by (i) modelling a tapered steel beam using elastic beam finite elements specifically developed to represent the elastic instability response of tapered steel members, (ii) reducing the Young’s modulus E and shear modulus G of each element through a stiffness reduction function considering the bending moments and cross-section properties at the middle of each element and (iii) performing an elastic Linear Buckling Analysis of the beam with reduced stiffness, referred to as LBA-SR herein. Since the adverse influence of the development of plasticity and imperfections on the ultimate member strengths are fully accounted for through stiffness reduction, the presented method does not require any further global instability assessment using member design equations; thus, the proposed method is both direct and practical. Verification of the method is shown for a wide range of web-tapered steel beams using results from nonlinear shell finite element modelling.
Design of web-tapered steel beams against lateral-torsional buckling through a stiffness reduction method
https://orcid.org/0000-0003-0126-6807
Highlights Stiffness reduction method developed for LTB assessment of tapered beams. Proposed method eliminates the need to use member design equations. Comprehensive verification of the stiffness reduction method against shell FE results. The proposed approach compared against Eurocode 3. Illustration of the accuracy of proposed method for laterally braced tapered beams.
Abstract A stiffness reduction method for the lateral-torsional buckling (LTB) assessment of welded web-tapered steel beams is presented in this study. The method is implemented by (i) modelling a tapered steel beam using elastic beam finite elements specifically developed to represent the elastic instability response of tapered steel members, (ii) reducing the Young’s modulus E and shear modulus G of each element through a stiffness reduction function considering the bending moments and cross-section properties at the middle of each element and (iii) performing an elastic Linear Buckling Analysis of the beam with reduced stiffness, referred to as LBA-SR herein. Since the adverse influence of the development of plasticity and imperfections on the ultimate member strengths are fully accounted for through stiffness reduction, the presented method does not require any further global instability assessment using member design equations; thus, the proposed method is both direct and practical. Verification of the method is shown for a wide range of web-tapered steel beams using results from nonlinear shell finite element modelling.
Design of web-tapered steel beams against lateral-torsional buckling through a stiffness reduction method
Kucukler, Merih (author) / Gardner, Leroy (author)
Engineering Structures ; 190 ; 246-261
2019-04-02
16 pages
Article (Journal)
Electronic Resource
English
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