Publications by authors named "Baoxin Qi"

The genus is known to inhabit tree barks associated with branch canker diseases in China and several countries of Europe. Previous studies indicated that species of prefer inhabiting fagaceous hosts, especially species of . In the present study, we obtained four isolates from cankered branches of Chinese chestnut () in Rizhao City, Shandong Province, China.

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One of the major causes of damage to column-supported concrete structures, such as bridges and highways, are collisions from moving vehicles, such as cars and ships. It is essential to quantify the collision damage of the column so that appropriate actions can be taken to prevent catastrophic events. A widely used method to assess structural damage is through the root-mean-square deviation (RMSD) damage index established by the collected data; however, the RMSD index does not truly provide quantitative information about the structure.

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Compared to conventional concrete, polyvinyl alcohol fiber reinforced engineering cementitious composite (PVA-ECC) offers high-strength, ductility, formability, and excellent fatigue resistance. However, impact-induced structural damage is a major concern and has not been previously characterized in PVA-ECC structures. We investigate the damage of PVA-ECC beams under low-velocity impact loading.

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Synopsis of recent research by authors named "Baoxin Qi"

  • - Baoxin Qi's recent research focuses on two primary areas: mycology, particularly regarding canker diseases affecting trees in China, and structural engineering, especially the evaluation of damage in concrete structures under impact loads.
  • - In the mycology study, Qi identified two new species of fungi from cankered branches of Chinese chestnut, emphasizing the relationship between these species and tree bark associated with branch canker diseases.
  • - The structural engineering studies utilized innovative piezoelectric-based techniques to evaluate damage in concrete columns and polyvinyl alcohol fiber reinforced engineering cementitious composite beams under impact loads, highlighting the inadequacies of traditional damage assessment methods like the root-mean-square deviation (RMSD) index.