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This study investigates the dynamic fracture behavior of H-shaped beam-column joints with prefabricated cracks, focusing on their mechanical response and crack propagation under impact loads. Using drop-weight tests and the caustic method, the research reveals that the number and location of cracks significantly influence crack propagation paths and velocities, particularly at beam-column intersections. The findings provide valuable insights for assessing structural integrity and enhancing the design of bea

Author

aira21092109

Language

EN