Transient Impact Response of Bridge I-Girders with and without Flaws

@article{Lin1997TransientIR,
  title={Transient Impact Response of Bridge I-Girders with and without Flaws},
  author={YiChing Lin and Kuo-Lung Lin},
  journal={Journal of Bridge Engineering},
  year={1997},
  volume={2},
  pages={131-138}
}
This paper presents both numerical and experimental studies of the transient response of concrete I-girders with and without flaws subjected to transverse elastic point impact. These studies were aimed at evaluating the capability of using the impact-echo method for integrity testing of concrete I-girders. Numerical and experimental studies were performed first to gain an understanding of transient stress wave propagation in solid I-girder segments. Experimental studies were carried out on full… 
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