Inputs for bridge painting decision support: a synthesis

被引:3
作者
Ghahari, Seyed Ali [1 ]
Ha, Paul [1 ]
Chen, Sikai [1 ]
Alinizzi, Majed [2 ]
Agbelie, Bismark [3 ]
Labi, Samuel [1 ]
机构
[1] Purdue Univ, Lyles Sch Civil Engn, W Lafayette, IN 47907 USA
[2] Qassim Univ, Coll Engn, Civil Engn Dept, Buraydah, Saudi Arabia
[3] Catholic Univ Amer, Washington, DC 20064 USA
关键词
bridges; planning & scheduling; steel structures;
D O I
10.1680/jinam.17.00029
中图分类号
C93 [管理学];
学科分类号
12 ; 1201 ; 1202 ; 120202 ;
摘要
A bridge paint schedule is a set of treatment types (overcoat, recoat, spot repair) and timings. Age-based or performance-based scheduling decisions for painting steel bridge superstructures are often made using expert opinion, continuation of historical practice or explicit optimisation. Optimisation is the preferred mechanism because it yields solutions that are not only data based but also objective and defensible. The information needed as inputs for optimising painting application decisions (long-term paint scheduling) includes the agency and user costs associated with painting projects and the long-term performance of bridge paint coats or the painted steel component. This paper presents a synthesis of available literature on concepts that have been or could be applied to develop these inputs. The paper also documents the painting decision trees and tables that have been developed in the literature and describes past methodologies that have been used to develop these decision support tools.
引用
收藏
页码:56 / 74
页数:19
相关论文
共 96 条
  • [1] *AASHTO, 2013, AASHTO TRANSP ASS MA
  • [2] Lifecycle Decision Framework for Steel Bridge Painting
    Agbelie, Bismark R. D. K.
    Labi, Samuel
    Fricker, Jon
    Qiao, Yu
    Zhang, Zhibo
    Sinha, Kumares C.
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2017, 22 (11)
  • [3] Atmospheric corrosion resistance of structural steels
    Albrecht, P
    Hall, TT
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2003, 15 (01) : 2 - 24
  • [4] Albrecht P., 1984, 272 TRANSP RES BOARD
  • [5] [Anonymous], 2012, D61008 ASTM
  • [6] [Anonymous], 2003, ASCE10840702, V8, P6
  • [7] [Anonymous], 2002, ASCE08873828, V16, P2
  • [8] Appleman BR, 1990, FHWARD89235 FED HIGH
  • [9] ASTM, 2002, A709A709M01A ASTM
  • [10] ASTM, 2009, 5065 17 ASTM STANDAR