{"id":17403,"date":"2024-09-25T15:16:42","date_gmt":"2024-09-25T13:16:42","guid":{"rendered":"https:\/\/navier-lab.fr\/?page_id=17403"},"modified":"2024-11-18T21:56:07","modified_gmt":"2024-11-18T20:56:07","slug":"computational-methods-for-structural-engineering","status":"publish","type":"page","link":"https:\/\/navier-lab.fr\/en\/research\/materiaux-et-structures-architectures-msa\/modelisation-et-changements-dechelle\/computational-methods-for-structural-engineering\/","title":{"rendered":"Structural Analysis"},"content":{"rendered":"<p><section class=\"kc-elm kc-css-715407 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-705980 kc_col-sm-12 kc_column kc_col-sm-12\"><div class=\"kc-col-container\"><div class=\"kc-elm kc-css-70361\" style=\"height: 40px; clear: both; width:100%;\"><\/div><div class=\"kc-elm kc-css-397324 kc_text_block\"><\/p>\n<p style=\"text-align: left;\">Our research focuses on designing innovative computational methods tailored for structural calculations in civil engineering, with a particular emphasis on failure analysis. These developments include advanced techniques in numerical limit analysis, damage mechanics, and the modeling of complex materials and structural systems.<\/p>\n<p>\n<\/div><\/div><\/div><\/div><\/div><\/section><section data-kc-fullheight=\"true\" data-kc-equalheight=\"true\" data-kc-equalheight-align=\"middle\" class=\"kc-elm kc-css-732353 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-529785 kc_col-sm-4 kc_column kc_col-sm-4\"><div class=\"kc-col-container\"> <article class=\"sabbi-thumlinepost-card solitude-bg__x kc-elm kc-css-312702\"><figure class=\"sabbi-thumlinepost-card-figure\">\n                           <img loading=\"lazy\" decoding=\"async\" width=\"1120\" height=\"240\" src=\"https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/image1-2.png\" class=\"img-responsive img-thumpost\" alt=\"\" srcset=\"https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/image1-2.png 1120w, https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/image1-2-300x64.png 300w, https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/image1-2-1024x219.png 1024w, https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/image1-2-768x165.png 768w\" sizes=\"auto, (max-width: 1120px) 100vw, 1120px\" \/>\n                          <\/figure><div class=\"sabbi-thumlinepost-card-meta\">\n                        <h2 class=\"info-box-title ht-5\">Numerical limit analysis<\/h2><a href=\"#limit-analysis\" title=\"\" target=\"_self\" class=\"btn btn-unsolemn btn-action read-more\">Read More<\/a><\/div>\n                <\/article><\/div><\/div><div class=\"kc-elm kc-css-377722 kc_col-sm-4 kc_column kc_col-sm-4\"><div class=\"kc-col-container\"> <article class=\"sabbi-thumlinepost-card solitude-bg__x kc-elm kc-css-183743\"><figure class=\"sabbi-thumlinepost-card-figure\">\n                           <img loading=\"lazy\" decoding=\"async\" width=\"1107\" height=\"287\" src=\"https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_limit_analysis.png\" class=\"img-responsive img-thumpost\" alt=\"\" srcset=\"https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_limit_analysis.png 1107w, https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_limit_analysis-300x78.png 300w, https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_limit_analysis-1024x265.png 1024w, https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_limit_analysis-768x199.png 768w\" sizes=\"auto, (max-width: 1107px) 100vw, 1107px\" \/>\n                          <\/figure><div class=\"sabbi-thumlinepost-card-meta\">\n                        <h2 class=\"info-box-title ht-5\">Applications in Civil Engineering Structures<\/h2><a href=\"#civil-eng-structures\" title=\"Stage M2 2024-25: Study of granulars with multiple scattering and imaging\" target=\"_self\" class=\"btn btn-unsolemn btn-action read-more\">Read More<\/a><\/div>\n                <\/article><\/div><\/div><div class=\"kc-elm kc-css-158703 kc_col-sm-4 kc_column kc_col-sm-4\"><div class=\"kc-col-container\"> <article class=\"sabbi-thumlinepost-card solitude-bg__x kc-elm kc-css-228481\"><figure class=\"sabbi-thumlinepost-card-figure\">\n                           <img loading=\"lazy\" decoding=\"async\" width=\"987\" height=\"293\" src=\"https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_phase_field.png\" class=\"img-responsive img-thumpost\" alt=\"\" srcset=\"https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_phase_field.png 987w, https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_phase_field-300x89.png 300w, https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_phase_field-768x228.png 768w\" sizes=\"auto, (max-width: 987px) 100vw, 987px\" \/>\n                          <\/figure><div class=\"sabbi-thumlinepost-card-meta\">\n                        <h2 class=\"info-box-title ht-5\">Fracture and damage in heterogeneous materials<\/h2><a href=\"#damage-fracture\" title=\"\" target=\"_self\" class=\"btn btn-unsolemn btn-action read-more\">Read More<\/a><\/div>\n                <\/article><\/div><\/div><\/div><\/div><\/section><section class=\"kc-elm kc-css-600628 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-663542 kc_col-sm-12 kc_column kc_col-sm-12\"><div class=\"kc-col-container\">\n<div class=\"kc-elm kc-css-929605 divider_line\">\n\t<div class=\"divider_inner divider_line1\">\n\t\t\t<\/div>\n<\/div>\n<\/div><\/div><\/div><\/div><\/section><section id=\"limit-analysis\" class=\"kc-elm kc-css-763104 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-17436 kc_col-sm-12 kc_column kc_col-sm-12\"><div class=\"kc-col-container\"><div class=\"kc-elm kc-css-657141 kc_text_block\"><\/p>\n<h3><strong>Numerical Limit Analysis<\/strong><\/h3>\n<p>\n<\/div><div class=\"kc-elm kc-css-316822 kc_text_block\"><\/p>\n<p>\n<strong><span style=\"font-size: small;\">J\u00e9r\u00e9my Bleyer, Ghazi Hassen (ME)<br \/>\nColl.: Vincent Lecl\u00e8re (Cermics)<br \/>\n<\/span><\/strong><\/p>\n<p>\n<\/div><div class=\"kc-elm kc-css-129400\" style=\"height: 10px; clear: both; width:100%;\"><\/div><div class=\"kc-elm kc-css-356427 kc_text_block\"><\/p>\n<div>\n<p align=\"justify\">Limit analysis and yield design theories enable direct estimation of the ultimate load that a structure can withstand, based on the material&#8217;s strength properties. These methods provide lower and upper bounds for the load capacity, derived from variational principles applied to stress and displacement. However, their numerical implementation is challenging due to the complex, non-smooth, large-scale convex optimization problems they generate. These problems are categorized under conic programming, for which specialized solvers, such as those using interior-point algorithms, have been developed.<\/p>\n<p align=\"justify\">We are advancing finite-element models for various structural types, including continua, beams, plates, and shells. These models are implemented using the FEniCS finite element library, combined with the Mosek conic programming solver. The automation of these processes is integrated into the open-source package, <a href=\"https:\/\/bleyerj.github.io\/dolfinx_optim\/index.html\"><em>dolfinx_optim<\/em><\/a>. More recently, we work towards extending such theories to the uncertain\/stochastic cases using robust and stochastic optimization theories.<\/p>\n<\/div>\n<p>\n<\/div><div class=\"kc-elm kc-css-782776\" style=\"height: 10px; clear: both; width:100%;\"><\/div><div class=\"kc-elm kc-css-144952 kc_row kc_row_inner\"><div class=\"kc-elm kc-css-821738 kc_col-sm-12 kc_column_inner kc_col-sm-12\"><div class=\"kc_wrapper kc-col-inner-container\"><div class=\"kc-elm kc-css-955577 kc_shortcode kc_single_image\">\n\n        <img decoding=\"async\" src=\"https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/image1-2.png\" class=\"\" alt=\"\" \/>    <\/div>\n<\/div><\/div><\/div>\n<div class=\"kc-elm kc-css-985275 divider_line\">\n\t<div class=\"divider_inner divider_line1\">\n\t\t\t<\/div>\n<\/div>\n<div class=\"kc-elm kc-css-848738 kc_text_block\"><\/p>\n<h4>References<span aria-hidden=\"true\">\u00a0<\/span><\/h4>\n<ul>\n<li>Bleyer, J., &amp; Hassen, G. (2021). <a href=\"https:\/\/doi.org\/10.1016\/j.compstruc.2020.106341\">Automated formulation and resolution of limit analysis problems<\/a>. <i>Computers &amp; Structures<\/i>, <i>243<\/i>, 106341.<\/li>\n<li><span aria-hidden=\"true\">Bleyer, J. (2022).<a href=\"https:\/\/doi.org\/10.5281\/zenodo.5833932\"> fenics_optim &#8212; Convex optimization interface in FEniCS (2.0.1)<\/a>. Zenodo. <\/span><\/li>\n<li>Bleyer, J., and Lecl\u00e8re, V. (2023). &#8220;<a href=\"https:\/\/doi.org\/10.1007\/978-3-031-29122-7_11\">Robust Optimization Applied to Uncertain Limit Analysis.<\/a>\" <i>Direct Methods for Limit State of Materials and Structures: Advanced Computational Algorithms and Material Modelling<\/i>. Cham: Springer Nature Switzerland, 2023. 225-242.<\/li>\n<\/ul>\n<p>\n<\/div><\/div><\/div><\/div><\/div><\/section><section id=\"civil-eng-structures\" class=\"kc-elm kc-css-663788 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-377516 kc_col-sm-12 kc_column kc_col-sm-12\"><div class=\"kc-col-container\">\n<div class=\"kc-elm kc-css-929858 divider_line\">\n\t<div class=\"divider_inner divider_line1\">\n\t\t\t<\/div>\n<\/div>\n<div class=\"kc-elm kc-css-504967 kc_text_block\"><\/p>\n<h3><strong>Applications in Civil Engineering Structures<\/strong><\/h3>\n<p>\n<\/div><div class=\"kc-elm kc-css-729918 kc_text_block\"><\/p>\n<h5>J\u00e9r\u00e9my Bleyer, Patrick de Buhan (ME), Karam Sab, Hugues Vincent (PhD), Chadi El Boustani (PhD), Sabine Boulvard (PhD)<br \/>\nColl.: Mathieu Arquier (Strains), Duc Toan Pham (CSTB)<\/h5>\n<p>\n<\/div><div class=\"kc-elm kc-css-710457\" style=\"height: 10px; clear: both; width:100%;\"><\/div><div class=\"kc-elm kc-css-537298 kc_text_block\"><\/p>\n<p>\nThis innovative design approach allows for precise estimation of structural safety margins and associated collapse mechanisms, even in complex scenarios such as:<\/p>\n<ul>\n<li>Composite beams, columns, plates, or shells<\/li>\n<li>Materials reinforced with linear inclusions (e.g., reinforced concrete, reinforced soils)<\/li>\n<li>Masonry structures<\/li>\n<li>Complex steel assemblies<\/li>\n<li>Massive reinforced concrete structures<\/li>\n<\/ul>\n<p>Recent applications include the analysis of 3D steel and reinforced concrete structures, carried out in collaboration with the engineering firm <a href=\"https:\/\/strains.fr\/\">STRAINS<\/a>. PhD research, in partnership with <a href=\"http:\/\/www.cstb.fr\/fr\/\">CSTB<\/a>, has explored simplified analytical methods and more sophisticated numerical limit analysis approaches to evaluate the load-bearing capacity of reinforced concrete structures under fire conditions, for which current engineering practices lack precise design formulas.<\/p>\n<p>\n<\/div><div class=\"kc-elm kc-css-264183\" style=\"height: 20px; clear: both; width:100%;\"><\/div><div class=\"kc-elm kc-css-49709 kc_shortcode kc_single_image\">\n\n        <img decoding=\"async\" src=\"https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_limit_analysis-1024x265.png\" class=\"\" alt=\"\" \/>    <\/div>\n<div class=\"kc-elm kc-css-647761 kc_text_block\"><\/p>\n<p style=\"text-align: center;\"><em>Collapse mechanisms obtained with computation limit analysis : circular reinforced concrete footing (left); bolted steel assembly (middle); stone abbey model (right)<br \/>\n<\/em><\/p>\n<p>\n<\/div><div class=\"kc-elm kc-css-75410\" style=\"height: 10px; clear: both; width:100%;\"><\/div>\n<div class=\"kc-elm kc-css-886568 divider_line\">\n\t<div class=\"divider_inner divider_line1\">\n\t\t\t<\/div>\n<\/div>\n<div class=\"kc-elm kc-css-497055 kc_text_block\"><\/p>\n<h4>References<\/h4>\n<ul>\n<li>Boulvard, S., Pham, D. T., &amp; Bleyer, J. (2024). <a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2024.118422\">Evaluation of the shear capacity of RC beams in fire conditions.<\/a> <i>Engineering Structures<\/i>, <i>316<\/i>, 118422.<\/li>\n<li>Vincent, H., Arquier, M., Bleyer, J., &amp; De Buhan, P. (2020).<br \/>\n<a href=\"https:\/\/doi.org\/10.1002\/nag.3144\">Numerical upper bounds to the ultimate load bearing capacity of<\/a><br \/>\nthree\u2010dimensional reinforced concrete structures. <i>International Journal for Numerical and Analytical Methods in Geomechanics<\/i>, <i>44<\/i>(16), 2216-2240.<\/li>\n<li>El Boustani, C., Bleyer, J., Arquier, M., Ferradi, M. K., &amp; Sab, K. (2020).<a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2020.111041\"> Elastoplastic and limit analysis of 3D steel assemblies using second-order cone programming and dual finite-elements.<\/a> <i>Engineering Structures<\/i>, <i>221<\/i>, 111041.<\/li>\n<\/ul>\n<p>\n<\/div><\/div><\/div><\/div><\/div><\/section><section id=\"damage-fracture\" class=\"kc-elm kc-css-790344 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-234925 kc_col-sm-12 kc_column kc_col-sm-12\"><div class=\"kc-col-container\">\n<div class=\"kc-elm kc-css-453015 divider_line\">\n\t<div class=\"divider_inner divider_line1\">\n\t\t\t<\/div>\n<\/div>\n<div class=\"kc-elm kc-css-286746 kc_text_block\"><\/p>\n<h3><strong>Fracture and damage mechanics in heterogeneous structures<\/strong><\/h3>\n<p>\n<\/div><div class=\"kc-elm kc-css-49332 kc_text_block\"><\/p>\n<h5>J\u00e9r\u00e9my Bleyer, Arthur Leb\u00e9e, Karam Sab, Jean-Michel Scherer (PostDoc), Paul Bouteiller (PhD), Zakaria Chafia (PhD), Gaspard Blondet (PhD), Giulia d&#8217;Orio (PhD)<br \/>\nColl.: Fabrice Congourdeau (Dassault Aviation), Julien Yvonnet (UGE), Fran\u00e7ois Voldoire (EDF)<\/h5>\n<p>\n<\/div><div class=\"kc-elm kc-css-437348\" style=\"height: 10px; clear: both; width:100%;\"><\/div><div class=\"kc-elm kc-css-658376 kc_text_block\"><\/p>\n<p>\nOur team has also developed significant expertise in simulating material and structural damage, particularly in heterogeneous structures. For fiber-reinforced materials or multi-layered composite plates, for example, we employ generalized models that describe the kinematics of each phase or layer independently. By using well-designed homogenization procedures, we can develop models that couple different failure mechanisms, such as matrix cracking and delamination.<\/p>\n<p>Modeling brittle failure in continuous media is particularly challenging due to the problem\u2019s ill-posed nature. To address this, phase-field or damage-gradient models are among the most effective regularization methods. We apply these models to anisotropic materials, utilizing multiple phase fields to differentiate between failure modes (e.g., transverse or matrix cracking).<\/p>\n<p>One notable application of this approach is our partnership with Dassault Aviation, where these models have been applied to composite laminates to account for inter-layer debonding and intra-ply damage. We are currently extending this methodology to simulate failure in wooden multi-layered plates, such as Cross-Laminated Timber (CLT), which is gaining popularity in high-rise wooden buildings. At present, no model adequately captures the interaction between the various failure mechanisms in CLT, including rolling shear failure, tensile splitting, and ply debonding. Our ongoing developments will result in advanced numerical models, essential for optimizing CLT structures and potentially reducing wood consumption.<\/p>\n<p>We are also currently investigating multiscale strategies for upscaling damage evolutions in heterogeneous structures in collaboration with Julien Yvonnet (UGE) and with EDF regarding damage in reinforced concrete structures under cyclic loads.<\/p>\n<p>\n<\/div><div class=\"kc-elm kc-css-953118\" style=\"height: 20px; clear: both; width:100%;\"><\/div><div class=\"kc-elm kc-css-507324 kc_shortcode kc_single_image\">\n\n        <img decoding=\"async\" src=\"https:\/\/navier-lab.fr\/wp-content\/uploads\/2024\/09\/montage_phase_field.png\" class=\"\" alt=\"\" \/>    <\/div>\n<div class=\"kc-elm kc-css-333155 kc_text_block\"><\/p>\n<p style=\"text-align: center;\"><em>3D Phase field fracture in dynamics (left); Matrix multi-cracking (red) and fiber\/matrix interfacial debonding (blue) in fiber reinforced material (right)<br \/>\n<\/em><\/p>\n<p>\n<\/div>\n<div class=\"kc-elm kc-css-565067 divider_line\">\n\t<div class=\"divider_inner divider_line1\">\n\t\t\t<\/div>\n<\/div>\n<div class=\"kc-elm kc-css-792209 kc_text_block\"><\/p>\n<h4>References<\/h4>\n<ul>\n<li>Scherer, J. M., Brach, S., &amp; Bleyer, J. (2022). <a href=\"https:\/\/doi.org\/10.1016\/j.cma.2022.115036\">An assessment of anisotropic phase-field models of brittle fracture.<\/a> <i>Computer Methods in Applied Mechanics and Engineering<\/i>, <i>395<\/i>, 115036.<\/li>\n<li>Bouteiller, P., Bleyer, J., &amp; Sab, K. (2022). <a href=\"https:\/\/doi.org\/10.1016\/j.ijsolstr.2022.111611\">Continuum damage analysis of delamination in composite laminates using a stress-based layerwise plate model<\/a>. <i>International Journal of Solids and Structures<\/i>, <i>246<\/i>, 111611.<\/li>\n<\/ul>\n<p>\n<\/div><\/div><\/div><\/div><\/div><\/section><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":16,"featured_media":0,"parent":12320,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-17403","page","type-page","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/pages\/17403","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/users\/16"}],"replies":[{"embeddable":true,"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/comments?post=17403"}],"version-history":[{"count":2,"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/pages\/17403\/revisions"}],"predecessor-version":[{"id":18391,"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/pages\/17403\/revisions\/18391"}],"up":[{"embeddable":true,"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/pages\/12320"}],"wp:attachment":[{"href":"https:\/\/navier-lab.fr\/en\/wp-json\/wp\/v2\/media?parent=17403"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}