Reliability Acceptance Criteria for Deteriorating Elements of Structural Systems
作者： Daniel Straub , Armen Der Kiureghian
DOI: 10.1061/(ASCE)ST.1943-541X.0000425
关键词: Engineering 、 Structural engineering 、 Structural reliability 、 Reliability engineering 、 Redundancy (engineering) 、 Structural system 、 Overcurrent 、 Acceptance testing
摘要: A systematic approach to determining reliability-based acceptance criteria for deteriorating elements in structural systems is proposed, as a basis calibration of safety factors codes and standards verifying acceptability inspection maintenance strategies specific structures. The goal establish deterioration the system compliance with formulated system. Existing methods significantly overestimate reliability redundant because they neglect joint effect failures different elements. To more realistically capture load-sharing behavior systems, it proposed based on easily computable, idealized which are calibrated characteristics real structure. validated an example found represent significant improvement over current methods. paper concludes study main influencing reliability.
sci-hub.se 参考文章(22)
Ove Dalager Ditlevsen, H. O. Madsen, Structural Reliability Methods ,(1996)
I Lotsberg, F Kirkemo, A SYSTEMATIC METHOD FOR PLANNING IN-SERVICE INSPECTION OF STEEL OFFSHORE STRUCTURES ,(1989)
Dan M Frangopol, Maarten-Jan Kallen, Jan M van Noortwijk, Probabilistic models for life‐cycle performance of deteriorating structures: review and future directions Progress in Structural Engineering and Materials. ,vol. 6, pp. 197- 212 ,(2004) , 10.1002/PSE.180
Allen C. Estes, Dan M. Frangopol, Repair Optimization of Highway Bridges Using System Reliability Approach Journal of Structural Engineering-asce. ,vol. 125, pp. 766- 775 ,(1999) , 10.1061/(ASCE)0733-9445(1999)125:7(766)
M. Hohenbichler, R. Rackwitz, First-order concepts in system reliability Structural Safety. ,vol. 1, pp. 177- 188 ,(1982) , 10.1016/0167-4730(82)90024-8
Mark G. Stewart, Dimitri V. Val, Multiple Limit States and Expected Failure Costs for Deteriorating Reinforced Concrete Bridges Journal of Bridge Engineering. ,vol. 8, pp. 405- 415 ,(2003) , 10.1061/(ASCE)1084-0702(2003)8:6(405)
The Statistical Theory of the Strength of Bundles of Threads. I Proceedings of The Royal Society A: Mathematical, Physical and Engineering Sciences. ,vol. 183, pp. 405- 435 ,(1945) , 10.1098/RSPA.1945.0011
Yasuhiro Mori, Bruce R. Ellingwood, Reliability-Based Service-Life Assessment of Aging Concrete Structures Journal of Structural Engineering-asce. ,vol. 119, pp. 1600- 1621 ,(1993) , 10.1061/(ASCE)0733-9445(1993)119:5(1600)
Daniel Straub, Michael Havbro Faber, Risk Based Acceptance Criteria for Joints Subject to Fatigue Deterioration Journal of Offshore Mechanics and Arctic Engineering-transactions of The Asme. ,vol. 127, pp. 150- 157 ,(2004) , 10.1115/1.1894412
S. Gollwitzer, R. Rackwitz, On the reliability of Daniels systems Structural Safety. ,vol. 7, pp. 229- 243 ,(1990) , 10.1016/0167-4730(90)90072-W