Finite element analysis of non-uniform functionally graded multi-cracked Timoshenko beams using an equilibrium-based formulation

A novel finite element formulation is introduced for the static analysis of non-uniform functionally graded multi-cracked Timoshenko beams with small deformations. The cracks, assumed to remain open, are modelled using the so-called discrete spring approach, in which Dirac delta generalized function...

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Bibliographic Details
Main Authors: HAFA Santos, Vadim Silberschmidt
Format: Default Article
Published: 2025
Subjects:
Civil engineering
Mechanical engineering
Mechanical Engineering & Transports
FGM beams
Non-uniform cross-sectoions
Timoshenko theory
Cracks
Finite element method
Equilibrium-based formulation
Online Access:https://hdl.handle.net/2134/31703668.v1
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