A procedure to derive probabilistic fatigue strength data for riveted joints-Reference-Cited by-同舟云学术

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A procedure to derive probabilistic fatigue strength data for riveted joints

Published:2010-07-07 Issue: Volume: Page:608-608
ISSN:2211-7881
Container-title:Bridge Maintenance, Safety, Management and Life-Cycle Optimization
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Author:

Correia J,de Jesus A,da Silva A,da Silva J

Publisher

CRC Press

Link

http://www.crcnetbase.com/doi/pdf/10.1201/b10430-475

Reference4 articles.

1. Series E

2. A Critical Analysis of Crack Propagation Laws

3. tory performance of the model. All experimental data between riveted and bolted connections, MSc. Thesis,University of Trás-os-Montes and Alto Douro, Portugal

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1. Multiscale fatigue modelling for riveted railway bridges: A case study for real damage validation;Engineering Failure Analysis;2024-11

2. A Time-Dependent Probabilistic Approach for Safety Assessment of Brittle Elements in Bridge Structures;Lecture Notes in Civil Engineering;2024

3. A unified evaluation method for fatigue resistance of riveted joints based on structural stress approach;International Journal of Fatigue;2022-07

4. Reliability of Fatigue Strength Curves for Riveted Connections Using Normal and Weibull Distribution Functions;ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering;2020-09

5. Fatigue crack propagation behavior of old puddle iron including crack closure effects;Procedia Structural Integrity;2016

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