Structural design using reclaimed wood - A case study and proposed design procedure

被引:13
作者
Bergsagel, Dan [1 ,2 ]
Heisel, Felix [1 ]
机构
[1] Cornell Univ, Coll Architecture Art & Planning, Circular Construct Lab, Ithaca, NY 14853 USA
[2] Schlaich Bergermann Partner, New York, NY 10018 USA
关键词
Circular economy; Material reuse; Reclaimed wood; Structural design; Deconstruction; STRENGTH; LUMBER;
D O I
10.1016/j.jclepro.2023.138316
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Applying circular economy principles through the structural reuse of reclaimed wood in new construction can reduce the climate impact of the construction industry. The ability to reuse reclaimed wood products in new structural design is limited by the modern wood industry and design process. This paper describes the implementation of new processes that allow designers to account for variability in the dimension and mechanical properties of reclaimed wood in a case study design-build project on the Cornell University campus in 2022. Dimension variability was approached with a parametric design workflow. The assignment of mechanical property design values to reclaimed wood was approached through species identification, functions that related mechanical properties to specific gravity, and static bending tests. The process based on species identification was sufficient but led to underutilization of structural members. A design method which uses adjusted functions that relate mechanical properties to specific gravity is proposed.
引用
收藏
页数:12
相关论文
共 43 条
[1]  
American Society for Testing and Materials, 2022, ASTM D143-22
[2]  
American Softwood Lumber Standard, 2021, Voluntary Product Standard PS 20-20
[3]  
American Wood Council, 2018, Narional Design Specification Supplement, Design Values for Wood Construction
[4]  
Anthony R., 2018, TFEC 2018-11 Determining Allowable Design Stresses for Timber Using ASTM Standards D2555 and D245
[5]  
Arbelaez R., 2019, Exploratory Study of Salvaged Lumber as Feedstock for CrossLaminated Timber (CLT)
[6]   Prediction of the mechanical properties of timber members in existing structures using the dynamic modulus of elasticity and visual grading parameters [J].
Arriaga, Francisco ;
Osuna-Sequera, Carlos ;
Bobadilla, Ignacio ;
Esteban, Miguel .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 322
[7]  
ASTM, 2022, D245-22
[8]  
ASTM, 2020, D4442-20
[9]  
ASTM,, 2017, ASTM. D2555-17a, standard test methods establishing clear wood strength values
[10]  
ASTM, 2017, D2395-17