Vibration and stability of axially loaded cracked beams

被引:9
|
作者
Kisa, Murat [1 ]
机构
[1] Harran Univ, Fac Engn, Dept Mech Engn, Sanliurfa, Turkey
关键词
finite element analysis; damage; failure assessment; stability; axial load; FINITE-ELEMENT; NATURAL FREQUENCIES; ARBITRARY NUMBER; BENDING VIBRATIONS; DYNAMIC BEHAVIOR; IDENTIFICATION; LOCATION; COLUMNS; UNIFORM; FORCE;
D O I
10.12989/sem.2012.44.3.305
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Structural defects such as cracks are the source of local flexibilities and cause deficiencies in structural resistance. In the engineering constructions, structural elements sometimes are subjected to axial loading. Therefore, besides crack ratios and locations, influence of applied load on the stability and dynamical characteristics should also be explored. This study offers a numerical technique for the vibration and stability analysis of axially loaded cracked beams. The model merges finite element and component mode synthesis methods. Initially, stability analysis is completed and then dynamical characteristics of beams are found. Very good conformities between outcomes of the current study and those in literature, give the confidence that proposed method is reliable and effective.
引用
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页码:305 / 323
页数:19
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