Environmental impact minimization of reticular structures made of reused and new elements through Life Cycle Assessment and Mixed-Integer Linear Programming

•Structural optimization with integrated Life Cycle Assessment.•Globally optimal element assignments via mixed-integer linear programming.•Environmental impact reduction by up to 56% for structures made of reused elements.•Statistical analysis carried out through varying 100 stock configurations.•Co...

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Published inEnergy and buildings Vol. 215; p. 109827
Main Authors Brütting, Jan, Vandervaeren, Camille, Senatore, Gennaro, De Temmerman, Niels, Fivet, Corentin
Format Journal Article
LanguageEnglish
Published Lausanne Elsevier B.V 15.05.2020
Elsevier BV
Subjects
Online AccessGet full text
ISSN0378-7788
1872-6178
1872-6178
DOI10.1016/j.enbuild.2020.109827

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Abstract •Structural optimization with integrated Life Cycle Assessment.•Globally optimal element assignments via mixed-integer linear programming.•Environmental impact reduction by up to 56% for structures made of reused elements.•Statistical analysis carried out through varying 100 stock configurations.•Combining reused and new elements results in least environmental impact structures. An important share of building environmental impacts is embodied in load-bearing structures because of their large material mass and energy-intensive fabrication process. To reduce substantially material consumption and waste caused by the construction industry, structures can be designed and built with reused elements. Structural element reuse involves: element sourcing and deconstruction, reconditioning and transport. As these processes also generate environmental impacts, reuse might not always be preferred over new construction. This paper presents a method to design reticular structures with minimal environmental impact made from reused and new elements. The formulation given in this paper is based on a combination of Life Cycle Assessment (LCA) and discrete structural optimization. The LCA carried out in this work accounts for impacts generated from sourcing reclaimed elements to the assembly of the structure. Structural optimization is subject to stress constraints on element capacity and deflection limits for serviceability. Typical loading scenarios are considered. The method is applied to the design of three single-span steel trusses of different topology subject to 100 simulated stocks of reusable elements that have varying cross-sections and lengths. Benchmarks against minimum-weight solutions made solely from recycled steel show that this method produces structures with up to 56% lower environmental impact. Depending on stock availability, the lowest environmental impact is achieved through a combination of reused and new elements.
AbstractList •Structural optimization with integrated Life Cycle Assessment.•Globally optimal element assignments via mixed-integer linear programming.•Environmental impact reduction by up to 56% for structures made of reused elements.•Statistical analysis carried out through varying 100 stock configurations.•Combining reused and new elements results in least environmental impact structures. An important share of building environmental impacts is embodied in load-bearing structures because of their large material mass and energy-intensive fabrication process. To reduce substantially material consumption and waste caused by the construction industry, structures can be designed and built with reused elements. Structural element reuse involves: element sourcing and deconstruction, reconditioning and transport. As these processes also generate environmental impacts, reuse might not always be preferred over new construction. This paper presents a method to design reticular structures with minimal environmental impact made from reused and new elements. The formulation given in this paper is based on a combination of Life Cycle Assessment (LCA) and discrete structural optimization. The LCA carried out in this work accounts for impacts generated from sourcing reclaimed elements to the assembly of the structure. Structural optimization is subject to stress constraints on element capacity and deflection limits for serviceability. Typical loading scenarios are considered. The method is applied to the design of three single-span steel trusses of different topology subject to 100 simulated stocks of reusable elements that have varying cross-sections and lengths. Benchmarks against minimum-weight solutions made solely from recycled steel show that this method produces structures with up to 56% lower environmental impact. Depending on stock availability, the lowest environmental impact is achieved through a combination of reused and new elements.
An important share of building environmental impacts is embodied in load-bearing structures because of their large material mass and energy-intensive fabrication process. To reduce substantially material consumption and waste caused by the construction industry, structures can be designed and built with reused elements. Structural element reuse involves: element sourcing and deconstruction, reconditioning and transport. As these processes also generate environmental impacts, reuse might not always be preferred over new construction. This paper presents a method to design reticular structures with minimal environmental impact made from reused and new elements. The formulation given in this paper is based on a combination of Life Cycle Assessment (LCA) and discrete structural optimization. The LCA carried out in this work accounts for impacts generated from sourcing reclaimed elements to the assembly of the structure. Structural optimization is subject to stress constraints on element capacity and deflection limits for serviceability. Typical loading scenarios are considered. The method is applied to the design of three single-span steel trusses of different topology subject to 100 simulated stocks of reusable elements that have varying cross-sections and lengths. Benchmarks against minimum-weight solutions made solely from recycled steel show that this method produces structures with up to 56% lower environmental impact. Depending on stock availability, the lowest environmental impact is achieved through a combination of reused and new elements.
ArticleNumber 109827
Author Brütting, Jan
Vandervaeren, Camille
Senatore, Gennaro
De Temmerman, Niels
Fivet, Corentin
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Keywords Environmental impact reduction
Structural optimization
Life Cycle Assessment
Reuse
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An important share of building environmental impacts is embodied in load-bearing structures because of their large material mass and energy-intensive...
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SubjectTerms Benchmarks
Construction industry
Environmental impact
Environmental impact reduction
Fabrication
Integer programming
Life cycle analysis
Life Cycle Assessment
Life cycles
Linear programming
Load bearing elements
Minimum weight
Mixed integer
Optimization
Reconditioning
Reuse
Sourcing
Structural members
Structural optimization
Topology
Trusses
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Title Environmental impact minimization of reticular structures made of reused and new elements through Life Cycle Assessment and Mixed-Integer Linear Programming
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