"Pocket-monitoring" for fatigue safety verification of a RC bridge deck slab

被引：0
|
作者：
Bayane, I. [1 ]
Bruhwiler, E. [1 ]
机构：
[1] Ecole Polytech Fed Lausanne, Lab Maintenance & Safety Struct MCS, Lausanne, Switzerland
来源：
LIFE-CYCLE ANALYSIS AND ASSESSMENT IN CIVIL ENGINEERING: TOWARDS AN INTEGRATED VISION | 2019年
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：
The fatigue safety of the reinforced concrete (RC) deck slab of a sixty-year-old steel-concrete road viaduct is questioned based on the results of code-based "re-calculation". Since strengthening intervention would lead to major costs, detailed investigation of the fatigue safety was performed using data obtained from "pocket-monitoring" which is a rational and ready-to-use monitoring device for bridge engineers. The implemented "pocket-monitoring" concept for the determination of fatigue action effects in the RC deck slab is outlined. Results in terms of fatigue relevant stresses in steel rebars of the RC deck slab reveal that the fatigue safety requirements are largely fulfilled based on the proposed verification method using directly data from monitoring. In addition, uncertainties related to the "pocket-monitoring" concept, and in particular the influence of temperature effects, are outlined and analyzed.
引用
收藏
页码：2525 / 2532
页数：8
相关论文
共 50 条
  • [41] Low-cycle fatigue testing of high-performance concrete bonded overlay-bridge deck slab systems
    Issa, Mohsen A.
    Alhassan, Mohammad A.
    Shabila, Hameed I.
    JOURNAL OF BRIDGE ENGINEERING, 2007, 12 (04) : 419 - 428
  • [42] Long-term remote monitoring of prototype orthotropic deck panels on the Bronx Whitestone Bridge for fatigue evaluation
    Connor, RJ
    Richards, SO
    Fisher, JW
    RECENT DEVELOPMENTS IN BRIDGE ENGINEERING, 2003, : 257 - 268
  • [43] A direct monitoring approach for the fatigue safety verification of construction joint details in an existing post-tensioned concrete box-girder bridge
    Treacy, Mark A.
    Bruehwiler, Eugen
    ENGINEERING STRUCTURES, 2015, 88 : 189 - 202
  • [44] Performance and durability verification tests on rationalized joint of pre-cast steel-concrete composite deck for replacement of deteriorated highway bridge slab
    Mizuno, H.
    Kaido, H.
    Matsui, S.
    Sugiyama, T.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, RESILIENCE AND SUSTAINABILITY, 2012, : 1316 - 1323
  • [45] Experimental study on the verification of adequate fatigue test specimen size of U-rib-to-deck joints in orthotropic steel bridge decks
    Yang, Haibo
    FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2022, 45 (12) : 3786 - 3799
  • [46] Long term monitoring of traffic action effect of a short span RC railway bridge for safety examination
    Grigoriou, V.
    Bruhwiler, E.
    MAINTENANCE, MONITORING, SAFETY, RISK AND RESILIENCE OF BRIDGES AND BRIDGE NETWORKS, 2016, : 341 - 342
  • [47] Full Scale Thermal Stress Simulation of Multiple Span Steel Box Girder Bridge Evaluating Early Age Transverse Cracking Risk of Durable RC Deck Slab
    Zerin, Arifa Iffat
    Hosoda, Akira
    Komatsu, Satoshi
    Ishii, Hironori
    JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2020, 18 (07) : 420 - 436
  • [48] Digital twin-based structure health hybrid monitoring and fatigue evaluation of orthotropic steel deck in cable-stayed bridge
    Yu, Sheng
    Li, Dongsheng
    Ou, Jinping
    Structural Control and Health Monitoring, 2022, 29 (08)
  • [49] Digital twin-based structure health hybrid monitoring and fatigue evaluation of orthotropic steel deck in cable-stayed bridge
    Yu, Sheng
    Li, Dongsheng
    Ou, Jinping
    STRUCTURAL CONTROL & HEALTH MONITORING, 2022, 29 (08):
  • [50] A fatigue crack prediction method based on inductive semi-supervised learning and Lamb-wave monitoring for orthotropic steel bridge deck
    Shi, Linze
    Cheng, Bin
    Xiang, Sheng
    ENGINEERING STRUCTURES, 2025, 322
12345