{"id":{"repo_id":"mit","oai_identifier":"oai:dspace.mit.edu:1721.1/139118"},"canonical_url":"https://search.dev.ndltd.org/etd/mit/oai:dspace.mit.edu:1721.1/139118","repository":{"repo_id":"mit","name":"MIT","base_url":"https://dspace.mit.edu/oai/request"},"display":{"title":"Multi-Material Continuum Topology Optimization for Embodied Carbon Objectives","abstract":"Recent years have seen an increase in research and practical interest that seek to lower the carbon footprint of infrastructure and building design. Typically, carbon emissions from the built environment are divided into two categories: operational emissions and embodied carbon. Over the past decades, most work has focused on lowering the operational carbon, so now attention has turned to lowering the embodied carbon, which constitutes a significant proportion of the carbon emissions over the lifecycle of a building. Within structural design of buildings and infrastructure, topology optimization is an emerging technology, often seeking to make structures more materially efficient. It therefore offers a means to reduce the structural weight, and as such, minimize the global warming potential (GWP). This research provides an exploration of bi-material optimization problems that minimize GWP as well as compliance for a series of representative models. Two materials are considered; one with a stiff, high embodied carbon coefficient (ECC) material, such as steel, and a less stiff, lower ECC material, such as timber or concrete. This work presents multi-material topology optimization frameworks that lower the embodied carbon for continuum design. For both cases of compliance and GWP minimization, an additional set of design variables are used to control the material selection. The framework uses a density-based approach to topology optimization and existing multi-material formulations. For the design, the Solid Isotropic Material with Penalization (SIMP) method is used to penalize intermediate material choices and fmincon is taken as the gradient based optimizer. The frameworks are demonstrated on several benchmark examples and compared between the two optimization problems. In both cases, the stiffer material was generally placed near supports and where loading is applied. The results show not only optimization through material selection, but topology optimization in shape and size.","abstract_html":"Recent years have seen an increase in research and practical interest that seek to lower the carbon footprint of infrastructure and building design. Typically, carbon emissions from the built environment are divided into two categories: operational emissions and embodied carbon. Over the past decades, most work has focused on lowering the operational carbon, so now attention has turned to lowering the embodied carbon, which constitutes a significant proportion of the carbon emissions over the lifecycle of a building. Within structural design of buildings and infrastructure, topology optimization is an emerging technology, often seeking to make structures more materially efficient. It therefore offers a means to reduce the structural weight, and as such, minimize the global warming potential (GWP). This research provides an exploration of bi-material optimization problems that minimize GWP as well as compliance for a series of representative models. Two materials are considered; one with a stiff, high embodied carbon coefficient (ECC) material, such as steel, and a less stiff, lower ECC material, such as timber or concrete. This work presents multi-material topology optimization frameworks that lower the embodied carbon for continuum design. For both cases of compliance and GWP minimization, an additional set of design variables are used to control the material selection. The framework uses a density-based approach to topology optimization and existing multi-material formulations. For the design, the Solid Isotropic Material with Penalization (SIMP) method is used to penalize intermediate material choices and fmincon is taken as the gradient based optimizer. The frameworks are demonstrated on several benchmark examples and compared between the two optimization problems. In both cases, the stiffer material was generally placed near supports and where loading is applied. The results show not only optimization through material selection, but topology optimization in shape and size.","abstract_has_math":false,"creators":["Holley, Claire Elizabeth"],"institution":"Massachusetts Institute of Technology","degree_name":"Master","degree_level":null,"degree_discipline":null,"degree_department":"Massachusetts Institute of Technology. Department of Civil and Environmental Engineering","school":null,"contributors":[],"advisors":["Carstensen, Josephine V."],"committee_chairs":[],"committee_members":[],"year":2021,"date_issued":"2021-06","date_published":"2021-06","updated_at":"2026-07-22T22:21:51Z","subjects":[],"languages":[],"rights":["In Copyright - Educational Use Permitted","Copyright retained by author(s)"],"rights_urls":["https://rightsstatements.org/page/InC-EDU/1.0/"],"identifier_entries":[]},"links":{"outbound_url":"https://hdl.handle.net/1721.1/139118","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Carstensen, Josephine V."]},{"key":"dc:contributor.department","label":"Department","values":["Massachusetts Institute of Technology. Department of Civil and Environmental Engineering"]},{"key":"dc:creator","label":"Author","values":["Holley, Claire Elizabeth"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2022-01-14T14:51:02Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2022-01-14T14:51:02Z"]},{"key":"dc:date.issued","label":"Date","values":["2021-06"]},{"key":"dc:publisher","label":"Institution","values":["Massachusetts Institute of Technology"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Master","Master of Engineering in Civil and Environmental Engineering","Bachelor","Bachelor of Science in Engineering"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:rights","label":"Dc Rights","values":["In Copyright - Educational Use Permitted","Copyright retained by author(s)"]},{"key":"dc:rights.uri","label":"Rights URI","values":["https://rightsstatements.org/page/InC-EDU/1.0/"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["https://hdl.handle.net/1721.1/139118"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["Recent years have seen an increase in research and practical interest that seek to lower the carbon footprint of infrastructure and building design. Typically, carbon emissions from the built environment are divided into two categories: operational emissions and embodied carbon. Over the past decades, most work has focused on lowering the operational carbon, so now attention has turned to lowering the embodied carbon, which constitutes a significant proportion of the carbon emissions over the lifecycle of a building. Within structural design of buildings and infrastructure, topology optimization is an emerging technology, often seeking to make structures more materially efficient. It therefore offers a means to reduce the structural weight, and as such, minimize the global warming potential (GWP). This research provides an exploration of bi-material optimization problems that minimize GWP as well as compliance for a series of representative models. Two materials are considered; one with a stiff, high embodied carbon coefficient (ECC) material, such as steel, and a less stiff, lower ECC material, such as timber or concrete. This work presents multi-material topology optimization frameworks that lower the embodied carbon for continuum design. For both cases of compliance and GWP minimization, an additional set of design variables are used to control the material selection. The framework uses a density-based approach to topology optimization and existing multi-material formulations. For the design, the Solid Isotropic Material with Penalization (SIMP) method is used to penalize intermediate material choices and fmincon is taken as the gradient based optimizer. The frameworks are demonstrated on several benchmark examples and compared between the two optimization problems. In both cases, the stiffer material was generally placed near supports and where loading is applied. The results show not only optimization through material selection, but topology optimization in shape and size."]},{"key":"dc:description.degree","label":"Dc Description Degree","values":["M.Eng.","S.B."]},{"key":"dc:title","label":"Title","values":["Multi-Material Continuum Topology Optimization for Embodied Carbon Objectives"]}]}],"canonical_facts":{"dc:contributor.advisor":["Carstensen, Josephine V."],"dc:contributor.department":["Massachusetts Institute of Technology. Department of Civil and Environmental Engineering"],"dc:creator":["Holley, Claire Elizabeth"],"dc:date.accessioned":["2022-01-14T14:51:02Z"],"dc:date.available":["2022-01-14T14:51:02Z"],"dc:date.issued":["2021-06"],"dc:description.abstract":["Recent years have seen an increase in research and practical interest that seek to lower the carbon footprint of infrastructure and building design. Typically, carbon emissions from the built environment are divided into two categories: operational emissions and embodied carbon. Over the past decades, most work has focused on lowering the operational carbon, so now attention has turned to lowering the embodied carbon, which constitutes a significant proportion of the carbon emissions over the lifecycle of a building. Within structural design of buildings and infrastructure, topology optimization is an emerging technology, often seeking to make structures more materially efficient. It therefore offers a means to reduce the structural weight, and as such, minimize the global warming potential (GWP). This research provides an exploration of bi-material optimization problems that minimize GWP as well as compliance for a series of representative models. Two materials are considered; one with a stiff, high embodied carbon coefficient (ECC) material, such as steel, and a less stiff, lower ECC material, such as timber or concrete. This work presents multi-material topology optimization frameworks that lower the embodied carbon for continuum design. For both cases of compliance and GWP minimization, an additional set of design variables are used to control the material selection. The framework uses a density-based approach to topology optimization and existing multi-material formulations. For the design, the Solid Isotropic Material with Penalization (SIMP) method is used to penalize intermediate material choices and fmincon is taken as the gradient based optimizer. The frameworks are demonstrated on several benchmark examples and compared between the two optimization problems. In both cases, the stiffer material was generally placed near supports and where loading is applied. The results show not only optimization through material selection, but topology optimization in shape and size."],"dc:description.degree":["M.Eng.","S.B."],"dc:identifier.uri":["https://hdl.handle.net/1721.1/139118"],"dc:publisher":["Massachusetts Institute of Technology"],"dc:rights":["In Copyright - Educational Use Permitted","Copyright retained by author(s)"],"dc:rights.uri":["https://rightsstatements.org/page/InC-EDU/1.0/"],"dc:title":["Multi-Material Continuum Topology Optimization for Embodied Carbon Objectives"],"dc:type":["Thesis"],"thesis:degree_name":["Master","Master of Engineering in Civil and Environmental Engineering","Bachelor","Bachelor of Science in Engineering"]},"updated_at":"2026-07-22T22:21:51Z"}