Approach to assessment of existing structures in the fib Model Code 2020

被引:4
|
作者
Walraven, Joost [1 ]
Dieteren, Gerrie [2 ]
机构
[1] Delft Univ Technol, Delft, Netherlands
[2] TNO, Delft, Netherlands
关键词
deterioration; existing concrete structures; MC; 2022; structural safety;
D O I
10.1002/suco.202300076
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Existing structures often no longer meet the demands formulated in contemporary design codes with respect to structural safety and serviceability. This occurs, for instance, if the loads on existing structures, like traffic loads on bridges, are larger than assumed in the original design. A second potential reason is that structures are subject to deterioration, like alkali-silica reaction within the concrete or corrosion of the reinforcement due to chloride attack or carbonation. A third possible reason is that in recent codes, additional criteria have been introduced based on new theories and/or negative experiences with older structures. The new fib Model Code for Concrete Structures 2020 will be valid both for the design of new structures and the assessment of existing structures. This paper shows how the design and assessment of concrete structures are integrated into this new code concept.
引用
收藏
页码:4387 / 4395
页数:9
相关论文
共 50 条
  • [11] The 2010 fib Model Code for Concrete Structures: a new approach to structural engineering
    Walraven, Joost
    Bigaj, Agnieszka
    STRUCTURAL CONCRETE, 2011, 12 (03) : 139 - 147
  • [12] NEW MODEL CODE: PRACTICAL IMPLEMENTATION IN SEISMIC ASSESSMENT OF EXISTING STRUCTURES
    Chassioti, Stamatina
    Pantazopoulou, Stavroula
    Syntzirma, Despina
    FIB SYMPOSIUM PRAGUE 2011: CONCRETE ENGINEERING FOR EXCELLENCE AND EFFICIENCY, VOLS 1 AND 2, 2011, : 107 - 110
  • [13] Aspects of code development for the assessment of existing structures
    Val, DV
    Stewart, MG
    MECHANICS OF STRUCTURES AND MATERIALS, 1999, : 391 - 396
  • [14] Model Code 2020: A fib Project for the advancement of structural concrete
    Corres-Peiretti, H.
    Arinez-Fernandez, F.
    Sanchez-Delgado, J.
    INFORMES DE LA CONSTRUCCION, 2019, 71 (533)
  • [15] Treatment of modelling uncertainty of NLFEA in fib Model Code 2020
    Engen, Morten
    Hendriks, Max A. N.
    Monti, Giorgio
    Allaix, Diego L.
    STRUCTURAL CONCRETE, 2021, 22 (06) : 3202 - 3212
  • [16] Conservation of concrete structures according to fib Model Code 2010
    Matthews, Stuart
    Bigaj-van Vliet, Agnieszka
    Ueda, Tamon
    STRUCTURAL CONCRETE, 2013, 14 (04) : 362 - 377
  • [17] fib Model Code 2020A new development in structural codes
    Matthews, Stuart
    STRUCTURAL CONCRETE, 2017, 18 (05) : 651 - 652
  • [18] On the reliability of the design approach for FRC structures according to fib Model Code 2010: the case of elevated slabs
    di Prisco, Marco
    Martinelli, Paolo
    Parmentier, Benoit
    STRUCTURAL CONCRETE, 2016, 17 (04) : 588 - 602
  • [19] SUSTAINABLE STRUCTURES WITH COMMENTS ON FIB MODEL CODE 2010 (NMC 2010)
    Falkner, Horst
    Korcowski, Christian
    2ND INTERNATIONAL CONFERENCE ON WASTE ENGINEERING MANAGEMENT, ICWEM 2010, 2010, 73 : 72 - +
  • [20] The JCSS probabilistic model code for new and existing structures
    Diamantidis, D
    STRUCTURAL ENGINEERING IN THE 21ST CENTURY, 1999, : 468 - 471