Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/15802
Title: Strut-and-tie models for deteriorated reinforced concrete half-joints
Authors: Lees, JM
Morley, CT
Issue Date: 2018
Citation: Engineering Structures, 2018, 161 (April 2018), pp. 41 - 54
Abstract: 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.
URI: http://bura.brunel.ac.uk/handle/2438/15802
DOI: http://dx.doi.org/10.1016/j.engstruct.2018.01.013
ISSN: 0141-0296
Appears in Collections:Dept of Mechanical Aerospace and Civil Engineering Research Papers

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