TY - GEN
T1 - Structural reliability updating using monitoring data from in-situ load testing and laboratory test results
AU - de Vries, R.
AU - Lantsoght, E. O.L.
AU - Steenbergen, R. D.J.M.
AU - Hendriks, M. A.N.
AU - Naaktgeboren, M.
N1 - Publisher Copyright:
© 2024 The Editor(s).
PY - 2024
Y1 - 2024
N2 - Given the ageing infrastructure, verifying the reliability of existing structures is crucial. Field testing presents a viable approach to evaluating a structure’s current condition, particularly proof load testing. In a proof load test, a large load is applied to assess its reliability. Structures in sound condition are expected to display satisfactory behaviour under average load intensities. Can good structural performance under moderate load levels already prove sufficient structural reliability? The proposed method utilises data from laboratory tests on similar structural elements. A case study was conducted on a bridge to illustrate the effectiveness of the method. Data acquired from laboratory tests were pre-processed to provide the required input for the reliability updating. It reveals that sufficient reliability can be demonstrated without excessive load levels by incorporating laboratory data. However, the actual capacity of the bridge and the uncertainty associated with the laboratory data remain important factors.
AB - Given the ageing infrastructure, verifying the reliability of existing structures is crucial. Field testing presents a viable approach to evaluating a structure’s current condition, particularly proof load testing. In a proof load test, a large load is applied to assess its reliability. Structures in sound condition are expected to display satisfactory behaviour under average load intensities. Can good structural performance under moderate load levels already prove sufficient structural reliability? The proposed method utilises data from laboratory tests on similar structural elements. A case study was conducted on a bridge to illustrate the effectiveness of the method. Data acquired from laboratory tests were pre-processed to provide the required input for the reliability updating. It reveals that sufficient reliability can be demonstrated without excessive load levels by incorporating laboratory data. However, the actual capacity of the bridge and the uncertainty associated with the laboratory data remain important factors.
UR - http://www.scopus.com/inward/record.url?scp=85200382878&partnerID=8YFLogxK
U2 - 10.1201/9781003483755-44
DO - 10.1201/9781003483755-44
M3 - Contribución a la conferencia
AN - SCOPUS:85200382878
SN - 9781032770406
T3 - Bridge Maintenance, Safety, Management, Digitalization and Sustainability - Proceedings of the 12th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2024
SP - 409
EP - 417
BT - Bridge Maintenance, Safety, Management, Digitalization and Sustainability - Proceedings of the 12th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2024
A2 - Jensen, Jens Sandager
A2 - Frangopol, Dan M.
A2 - Schmidt, Jacob Wittrup
PB - CRC Press/Balkema
T2 - 12th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2024
Y2 - 24 June 2024 through 28 June 2024
ER -