This paper examines the influence of a damagedDamage layer of a structural element on its dynamic propertiesDynamic properties. The structuralStructural properties element is modeled as a two-layer rectangle with a damaged thin upper layer. The material of the element is transversely isotropic, which corresponds to reinforced concrete. The damaged layer is modeled as a porous material, with the degree of damageDamage related to the percentage of porosityPorosity. The dynamic characteristics studied include the wave field of displacements and natural frequencies. Their dependencies on the thickness and degree of damage of the element are presented. It is shown that based on this data, it is possible to monitor theDamaged state damaged state, specifically to determine its depth and degree.

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Modeling the Damaged State of Building Structures and Its Influence on Their Dynamic Properties

  • Arkady N. Soloviev,
  • Maria S. Germanchuk,
  • Okbazghi K. Abraha

摘要

This paper examines the influence of a damagedDamage layer of a structural element on its dynamic propertiesDynamic properties. The structuralStructural properties element is modeled as a two-layer rectangle with a damaged thin upper layer. The material of the element is transversely isotropic, which corresponds to reinforced concrete. The damaged layer is modeled as a porous material, with the degree of damageDamage related to the percentage of porosityPorosity. The dynamic characteristics studied include the wave field of displacements and natural frequencies. Their dependencies on the thickness and degree of damage of the element are presented. It is shown that based on this data, it is possible to monitor theDamaged state damaged state, specifically to determine its depth and degree.