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How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element, file 24ae905b-04f9-488e-89e7-4a517237da81
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97
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An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells, file 48949d5a-e98e-4bba-a840-3de41efd273b
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59
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An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells, file aa77e2ad-eab8-4745-aa1c-e52c7ff97d1f
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42
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Postbuckling optimisation of a variable angle tow composite wingbox using a multi-modal Koiter approach, file daaa5d50-75e5-40c1-88e2-b50444ba8f81
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35
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Post-buckling optimisation strategy of imperfection sensitive composite shells using Koiter method and Monte Carlo simulation, file 60e3257e-7bda-41e2-b0f0-2da20c74a102
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26
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Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements, file ea43bc23-58a1-41d5-8d2c-ae98bca2760b
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26
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An efficient mixed variational reduced-order model formulation for nonlinear analyses of elastic shells, file f0c2f694-684b-4e84-8437-f69b70ea99a5
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18
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Accurate and efficient a-posteriori account of geometrical imperfections in Koiter finite element analysis, file 57f02124-9731-469f-a0ad-4db5581e9d88
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12
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Material design for optimal postbuckling behaviour of composite shells, file ddc632d6-1c91-321f-e053-1705fe0abc09
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7
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A reduced order model for nonlinear time history seismic analyzes of elasto-plastic 3D frame structures, file ca544cc5-f391-4959-94c8-f4b057a89c63
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6
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How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element, file ddc632d4-9f5e-321f-e053-1705fe0abc09
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5
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Postbuckling optimisation of a variable angle tow composite wingbox using a multi-modal Koiter approach, file ddc632d4-e0c1-321f-e053-1705fe0abc09
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5
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A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation, file ddc632d4-ff2c-321f-e053-1705fe0abc09
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5
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null, file 71ffae17-922d-4898-aec9-7682f3cc34b6
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4
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Deformation modes for the post-critical analysis of thin-walled compressed members by a Koiter semi-analytic approach, file ddc632d3-a71c-321f-e053-1705fe0abc09
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4
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An efficient mixed variational reduced-order model formulation for nonlinear analyses of elastic shells, file ddc632d5-45eb-321f-e053-1705fe0abc09
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4
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A dual decomposition of the closest point projection in incremental elasto-plasticity using a mixed shell finite element, file 95e9c2e2-0f78-4cd8-ac59-1a77e52dd71a
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3
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Deformation modes of thin-walled members: A comparison between the method of Generalized Eigenvectors and Generalized Beam Theory, file ddc632d3-5b6e-321f-e053-1705fe0abc09
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3
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A composite mixed finite element model for the elasto-plastic analysis of 3D structural problems, file ddc632d3-6590-321f-e053-1705fe0abc09
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3
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Three field finite elements for the elastoplastic analysis of 2D continua
Finite Elements in Analysis and Design, file ddc632d3-75ac-321f-e053-1705fe0abc09
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3
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An isogeometric formulation of the Koiter's theory for buckling and initial post-buckling analysis of composite shells, file ddc632d4-9f5b-321f-e053-1705fe0abc09
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3
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Post-buckling optimisation strategy of imperfection sensitive composite shells using Koiter method and Monte Carlo simulation, file ddc632d4-a825-321f-e053-1705fe0abc09
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3
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Accurate and efficient a-posteriori account of geometrical imperfections in Koiter finite element analysis, file ddc632d4-bcfb-321f-e053-1705fe0abc09
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3
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Minkowski plasticity in 3D frames: Decoupled construction of the cross-section yield surface and efficient stress update strategy, file ddc632d4-d957-321f-e053-1705fe0abc09
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3
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A constrained solid-shell model for the geometric nonlinear finite-element analysis of laminates with alternating stiff/soft layers. Applications to laminated glass, file 6e13c6db-fc7d-495e-8197-82d110c641ce
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2
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How to improve efficiency and robustness of the Newton method in geometrically non-linear structural problem discretized via displacement-based finite element, file 7a0044d6-d561-4e61-b3d4-a8749918ccec
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2
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Asymptotic postbuckling analysis of rectangular plates by HC finite elements, file ddc632d3-4e18-321f-e053-1705fe0abc09
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2
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Koiter asymptotic analysis of multilayered composite structures using mixed solid-shell finite elements, file ddc632d3-5bbc-321f-e053-1705fe0abc09
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2
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Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements, file ddc632d3-63c3-321f-e053-1705fe0abc09
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2
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A mixed node-based smoothed finite element method (MNS-FEM) for elasticity, file ddc632d3-a68b-321f-e053-1705fe0abc09
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2
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Deformation modes of thin-walled members: A comparison between the method of Generalized Eigenvectors and Generalized Beam Theory, file ddc632d3-aa37-321f-e053-1705fe0abc09
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2
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Deformation modes of thin-walled members: A comparison between the method of Generalized Eigenvectors and Generalized Beam Theory, file ddc632d3-aa38-321f-e053-1705fe0abc09
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2
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Buckling analysis through a generalized beam model including section distortions, file ddc632d3-b31c-321f-e053-1705fe0abc09
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2
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A composite mixed finite element model for the elasto-plastic analysis of 3D structural problems, file ddc632d3-b6a6-321f-e053-1705fe0abc09
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2
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A composite mixed finite element model for the elasto-plastic analysis of 3D structural problems, file ddc632d3-b6a7-321f-e053-1705fe0abc09
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2
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An efficient isogeometric solid-shell formulation for geometrically nonlinear analysis of elastic shells, file ddc632d3-f2ec-321f-e053-1705fe0abc09
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2
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A two-level computational approach for the elasto-plastic analysis of framed structures with composite cross-sections, file ddc632d4-e13a-321f-e053-1705fe0abc09
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2
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A large rotation finite element analysis of 3D beams by incremental rotation vector and exact strain measure with all the desirable features, file ddc632d5-11b8-321f-e053-1705fe0abc09
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2
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A Koiter reduction technique for the nonlinear thermoelastic analysis of shell structures prone to buckling, file ddc632d6-206f-321f-e053-1705fe0abc09
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2
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Increasing the buckling capacity with modal geometric “imperfections” designed by a reduced order model, file 26f912af-6c2c-4488-9fdb-fef31b6f82c6
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1
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A 3D distributed plasticity beam–column element for metal structures considering tangential stresses and warping with minimal DOFs, file 3974668d-84c8-47ac-816b-d9355d5f545a
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1
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A simplified Kirchhoff–Love large deformation model for elastic shells and its effective isogeometric formulation, file 896a3b25-fda6-4a26-b6ba-447ced68e854
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1
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A Finite Element Model for Monitoring the Displacement of Pipelines in Landslide Regions by Discrete FBG Strain Sensors, file b8444895-b924-41f1-a32d-7726c890ab9c
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1
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A numerical strategy for the
analysis of infinitesimal mechanisms, file ddc632d3-51a6-321f-e053-1705fe0abc09
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1
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Asymptotic post-buckling FEM analysis using corotational formulation, International, file ddc632d3-5347-321f-e053-1705fe0abc09
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1
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The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates, file ddc632d3-56a3-321f-e053-1705fe0abc09
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1
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A generalized model for heterogeneous and anisotropic beams including section distortions, file ddc632d3-585a-321f-e053-1705fe0abc09
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1
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Perturbation approach to elastic post-buckling analysis, file ddc632d3-593e-321f-e053-1705fe0abc09
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1
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Buckling analysis through a generalized beam model including section distortions, file ddc632d3-5945-321f-e053-1705fe0abc09
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1
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A unified mathematical programming formulation of strain driven and interior point algorithms for shakedown and limit analysis, file ddc632d3-59eb-321f-e053-1705fe0abc09
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1
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An iterative method for shakedown analysis, file ddc632d3-59ec-321f-e053-1705fe0abc09
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1
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Mixed formulation and locking in path-following nonlinear analysis, file ddc632d3-59ed-321f-e053-1705fe0abc09
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1
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A mixed edge-based smoothed finite element method (MES-FEM) for elasticity, file ddc632d3-5b57-321f-e053-1705fe0abc09
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1
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A mixed beam model with non-uniform warpings derived from the Saint Venant rod, file ddc632d3-611f-321f-e053-1705fe0abc09
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1
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Path-following analysis of thin-walled structures and comparison with asymptotic post-critical solutions, file ddc632d3-62e4-321f-e053-1705fe0abc09
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1
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Nonlinear FEM analysis for beams and plate assemblages based on the implicit corotational method, file ddc632d3-64ea-321f-e053-1705fe0abc09
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1
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A composite beam model including variable warping effects derived from a generalized Saint Venant solution, file ddc632d3-673f-321f-e053-1705fe0abc09
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1
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Finite element shakedown analysis of two-dimensional structures',, file ddc632d3-7825-321f-e053-1705fe0abc09
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1
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A geometrically exact beam model with non-uniform warping coherently derived from the Saint Venant rod, file ddc632d3-79db-321f-e053-1705fe0abc09
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1
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Mixed formulation in Koiter analysis of thin-walled beams, file ddc632d3-7acb-321f-e053-1705fe0abc09
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1
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Koiter's analysis of thin-walled structures by a finite element approach, file ddc632d3-7acc-321f-e053-1705fe0abc09
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1
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A generalized model for heterogeneous and anisotropic beams including section distortions, file ddc632d3-9f17-321f-e053-1705fe0abc09
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1
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A geometrically exact beam model with non-uniform warping coherently derived from the Saint Venant rod, file ddc632d3-a3a3-321f-e053-1705fe0abc09
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1
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A composite beam model including variable warping effects derived from a generalized Saint Venant solution, file ddc632d3-a7c9-321f-e053-1705fe0abc09
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1
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A unified mathematical programming formulation of strain driven and interior point algorithms for shakedown and limit analysis, file ddc632d3-afd0-321f-e053-1705fe0abc09
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1
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Effective treatment of complex statical and dynamical load combinations within shakedown analysis of 3D frames, file ddc632d3-b332-321f-e053-1705fe0abc09
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1
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A mixed beam model with non-uniform warpings derived from the Saint Venant rod, file ddc632d3-b69d-321f-e053-1705fe0abc09
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1
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A quasi-static nonlinear analysis for assessing the fire resistance of reinforced concrete 3D frames exploiting time-dependent yield surfaces, file ddc632d4-d8da-321f-e053-1705fe0abc09
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1
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An isogeometric framework for the optimal design of variable stiffness shells undergoing large deformations, file ddc632d5-866f-321f-e053-1705fe0abc09
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1
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