Vulnerability assessment of deteriorating reinforced concrete structures

被引:0
|
作者
Li, CQ [1 ]
Lawanwisut, W [1 ]
Chen, Z [1 ]
机构
[1] Univ Dundee, Dept Civil Engn, Dundee DD1 4HN, Scotland
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Reinforcement corrosion in concrete is the predominant causal factor for the premature deterioration of reinforced concrete structures, causing various degrees of damage to the structure and leading to ultimate structural collapse. The existence of reinforcement corrosion makes reinforced concrete structures increasingly vulnerable over time. This evidently poses a potential risk to the public. The intention of the present paper is to propose a method to assess the vulnerability of reinforced concrete structures deteriorating over time due to reinforcement corrosion. The application of the proposed method to corrosion affected flexural members is demonstrated. It is found that corrosion induced deterioration is the most important single factor that makes reinforced concrete structures vulnerable. The method presented in the paper can equip engineers, operators and asset managers with confidence in developing a risk-informed maintenance strategy in the asset management of corroded concrete infrastructure. Timely maintenance and repairs have the potential to prolong the service life of infrastructure.
引用
收藏
页码:1811 / 1816
页数:6
相关论文
共 50 条
  • [1] Serviceability assessment of deteriorating reinforced concrete structures
    Lawanwisut, W
    Li, CQ
    Aguiar, SD
    Chen, Z
    [J]. SYSTEM-BASED VISION FOR STRATEGIC AND CREATIVE DESIGN, VOLS 1-3, 2003, : 1803 - 1809
  • [2] Application of Fuzzy Concepts to the Visual Assessment of Deteriorating Reinforced Concrete Structures
    Jain, Kamal Kant
    Bhattacharjee, Bishwajit
    [J]. JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE, 2012, 138 (03): : 399 - 408
  • [3] Aftershock collapse vulnerability assessment of reinforced concrete frame structures
    Raghunandan, Meera
    Liel, Abbie B.
    Luco, Nicolas
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2015, 44 (03): : 419 - 439
  • [4] Assessment of deteriorating reinforced concrete road bridges
    Holicky, M.
    Markova, J.
    Sykora, M.
    [J]. RELIABILITY, RISK AND SAFETY: THEORY AND APPLICATIONS VOLS 1-3, 2010, : 1377 - 1383
  • [5] Reliability analysis of deteriorating reinforced concrete frame structures
    Val, D
    Melchers, RE
    [J]. STRUCTURAL SAFETY AND RELIABILITY, VOLS. 1-3, 1998, : 105 - 112
  • [6] Reliability assessment of deteriorating reinforced concrete beams.
    Sarveswaran, V
    Roberts, MB
    Ward, JA
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2000, 140 (03) : 239 - 247
  • [7] Vulnerability assessment of reinforced concrete bridge structures in Algiers using scenario earthquakes
    Abderrahmane Kibboua
    Hakim Bechtoula
    Youcef Mehani
    Mounir Naili
    [J]. Bulletin of Earthquake Engineering, 2014, 12 : 807 - 827
  • [8] Vulnerability assessment of reinforced concrete bridge structures in Algiers using scenario earthquakes
    Kibboua, Abderrahmane
    Bechtoula, Hakim
    Mehani, Youcef
    Naili, Mounir
    [J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2014, 12 (02) : 807 - 827
  • [9] Terrestrial laser scanner assessment of deteriorating concrete structures
    Law, David W.
    Silcock, David
    Holden, Lucas
    [J]. STRUCTURAL CONTROL & HEALTH MONITORING, 2018, 25 (05):
  • [10] Rockfall vulnerability assessment for reinforced concrete buildings
    Mavrouli, O.
    Corominas, J.
    [J]. NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2010, 10 (10) : 2055 - 2066