Strut-and-Tie Models for Deteriorated Reinforced Concrete Half-Joints

A reinforced concrete half-joint bridge consists of suspended span dapped-end beams or a full-width deck supported on the nibs of abutments or adjacent beams. The design of their disturbed regions is traditionally performed by means of strut-and-tie modelling. The design provisions found in standards and codes can be used for the assessment of existing structures with minor adjustments. However, current documents provide limited guidance on the incorporation of deterioration aspects such as corrosion, insufficient anchorage lengths, and crack formation. Experiments performed on 12 half-joint beams demonstrated the effects of single defects, but synergistic effects were also found to exist and might lead to much higher reductions than expected from the sum of individual defects. These results were compared to different strut-and-tie models (STMs) and the application of STMs to achieve the highest lower bound estimate of the load carrying capacity is discussed. For the beams studied in the current work, the predictions based on codes and standards, combined with appropriate methods to incorporate deterioration effects, led to safe load bearing capacity estimates. However, the developed STMs seem to be, in some instances, unable to pick up alternative load paths that develop as soon as the capacity of a certain tie is reached. Hence the actual capacities might be higher than what is obtained from the STM calculations.

• Record URL:
  • https://doi.org/10.1016/j.engstruct.2018.01.013
• Record URL:
  • http://www.sciencedirect.com/science/article/pii/S0141029617304492
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/01410296
• Supplemental Notes:
  • © 2018 Pieter Desnerck et al. Published by Elsevier Ltd.
• Authors:
  • Desnerck, Pieter
  • Lees, Janet M
  • Morley, Chris T
• Publication Date: 2018-4-15

Language

• English

Media Info

• Media Type: Web
• Features: Figures; References; Tables;
• Pagination: pp 41-54
• Serial:
  • Engineering Structures
  • Volume: 161
  • Publisher: Elsevier
  • ISSN: 0141-0296
  • Serial URL: http://www.sciencedirect.com/science/journal/01410296

Subject/Index Terms

• TRT Terms: Corrosion; Deterioration; Joints; Reinforced concrete bridges; Strut and tie method
• Subject Areas: Bridges and other structures; Highways; Maintenance and Preservation;

Filing Info

• Accession Number: 01667243
• Record Type: Publication
• Files: TRIS
• Created Date: Apr 25 2018 11:15AM