Sustainability and Lifecycle Assessment of Timber-Concrete Composite Bridges

被引:13
|
作者
Rodrigues, Joao N. [1 ]
Providencia, Paulo [2 ]
Dias, Alfredo M. P. G. [3 ]
机构
[1] Univ Coimbra, Dept Civil Engn, Polo 2,Rua Luis Reis Santos, P-3030788 Coimbra, Portugal
[2] Univ Coimbra, Dept Civil Engn, Inst Syst & Comp Engn Coimbra, Polo 2,Rua Luis Reis Santos, P-3030788 Coimbra, Portugal
[3] Univ Coimbra, Inst Sustainabil & Innovat Struct Engn, Dept Civil Engn, Polo 2,Rua Luis Reis Santos, P-3030788 Coimbra, Portugal
关键词
Bridges; Composite structures; Concrete structures; Lifecycle design; Sustainability; Timber structures; WOOD;
D O I
10.1061/(ASCE)IS.1943-555X.0000310
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Over the last few years there has been a renewed interest on the use of timber-concrete composite (TCC) structures in bridge decks, possibly because of their cost competitiveness and environmental friendliness. Accordingly, this paper investigates the sustainability of TCC bridge decks under a threefold environmental, economic, and sociocultural perspective. Two different types of decks, which represent the overall characteristics of TCC bridges constructed around the world, are first described. Next, the paper presents a comparative sustainability assessment of two existing concrete bridges and their TCC deck potential alternatives (of the types previously mentioned); a lifecycle methodology, based on standards from the International Organization for Standardization (ISO) and other publications, is followed. The main conclusions are that, when compared with concrete decks, TCC solutions cause less environmental impact and are cost-competitive. Regarding sociocultural impacts, this analysis reveals the lower user-incurred costs of one of the TCC deck types. (C) 2016 American Society of Civil Engineers.
引用
收藏
页数:11
相关论文
共 50 条
  • [21] Fire Design of Timber-Concrete Composite Slabs with Screwed Connections
    Frangi, Andrea
    Knobloch, Markus
    Fontana, Mario
    JOURNAL OF STRUCTURAL ENGINEERING, 2010, 136 (02) : 219 - 228
  • [22] State of the Art on Timber-Concrete Composite Structures: Literature Review
    Yeoh, David
    Fragiacomo, Massimo
    De Franceschi, Mary
    Boon, Koh Heng
    JOURNAL OF STRUCTURAL ENGINEERING, 2011, 137 (10) : 1085 - 1095
  • [23] Flexural behaviour of timber-concrete composite floor systems linearly supported at two edges
    Ferrara, Giuseppe
    Michel, Laurent
    Ferrier, Emmanuel
    ENGINEERING STRUCTURES, 2023, 281
  • [24] Influence of the Construction Method on the Long-Term Behavior of Timber-Concrete Composite Beams
    Fragiacomo, Massimo
    Lukaszewska, Elzbieta
    JOURNAL OF STRUCTURAL ENGINEERING, 2015, 141 (10)
  • [25] Review of Long-Term Performance of Timber-Concrete Composite Beams
    Liu, Peiyang
    Du, Hao
    Chen, Zheng
    Hu, Xiamin
    BIORESOURCES, 2025, 20 (01): : 2374 - 2390
  • [26] Performance of Timber-Concrete Composite (TCC) Systems Connected with Inclined Screws: A Literature Review
    Esmaeildoust, Shadi
    Tomlinson, Douglas
    Chui, Ying Hei
    JOURNAL OF COMPOSITES SCIENCE, 2025, 9 (01):
  • [27] Time-dependent behaviour of timber-concrete composite floors with prefabricated concrete slabs
    Fragiacomo, M.
    Lukaszewska, E.
    ENGINEERING STRUCTURES, 2013, 52 : 687 - 696
  • [28] CIRCULAR HOLLOW SECTION CONNECTORS IN TIMBER-CONCRETE COMPOSITE STRUCTURAL ELEMENTS
    Lacis, Raitis
    BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2016, 11 (01): : 70 - 76
  • [29] Proposal to Account for Concrete Shrinkage and Environmental Strains in Design of Timber-Concrete Composite Beams
    Fragiacomo, Massimo
    Schaenzlin, Joerg
    JOURNAL OF STRUCTURAL ENGINEERING, 2013, 139 (01) : 162 - 167
  • [30] Design for Deconstruction: Benefits, Challenges, and Outlook for Timber-Concrete Composite Floors
    Derikvand, Mohammad
    Fink, Gerhard
    BUILDINGS, 2023, 13 (07)