论文信息 - A finite element for edge-cracked beam columns

A finite element for edge-cracked beam columns

The stiffness matrix is derived for a finite element representing a beam column with rectangular cross section and a single edge crack. The element has zero length, and the standard nodal degrees of freedom associated with beam-column elements. To illustrate its capabilities, the element is used to model propagation of multiple cracks in a self-loaded fixed beam.

T. M. Tharp | Thomas M. Tharp

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