Low Cycle Fatigue Performance of Integral Bridge Steel H-Piles under Earthquake Induced Strain Reversals

2014-12-22

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Dicleli, Murat (2014-11-26)
Under the effect of medium and large intensity ground motions, the seismically-induced lateral cyclic displacements in steel H-piles of integral bridges (IBs) could be considerable. As a result, the piles may experience cyclic plastic deformations following a major earthquake. This may result in the reduction of their service life due to low-cycle fatigue effects. Accordingly, low cycle fatigue in integral bridge piles is investigated under seismic effects in this study For this purpose, an IB with two span...
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Integral bridges are jointless bridges where the superstructure is connected monolithically with the abutments. Due to seasonal temperature changes the abutments are pushed against the approach fill and then pulled away, causing lateral displacements at the top of the piles that support the abutments. This may result in the reduction of their service life due to low-cycle fatigue effects. In this research, both analytical and experimental studies are conducted to investigate the effect of thermal induced cy...
Citation Formats
M. Dicleli, “Low Cycle Fatigue Performance of Integral Bridge Steel H-Piles under Earthquake Induced Strain Reversals,” Dehri, Hindistan, 2014, p. 1, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/85382.