A necessary modification for the finite element analysis of cracked members detection, construction, and justification

DOI10.1007/s00419-013-0736-7zbMath1293.74414OpenAlexW2039233156MaRDI QIDQ398172

Mohammad Hasan, H. S. Yoon

Publication date: 12 August 2014

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00419-013-0736-7

zbMATH Keywords

Dirac deltacracked membersequivalent mass methodmodified finite element methodmodified method of weighted residualnew chain rulesRanjbaran factorstiffness reduction method

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Brittle fracture (74R10) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (1)

A necessary modification for the finite element analysis of cracked members detection, construction, and justification

Cites Work

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• The influence of the axial force on the vibration of the Euler-Bernoulli beam with an arbitrary number of cracks
• A necessary modification for the finite element analysis of cracked members detection, construction, and justification
• Exact solution of the multi-cracked Euler-Bernoulli column
• Multiplication of distributions in any dimension: Applications to \(\delta \)-function and its derivatives
• A new finite element analysis of free axial vibration of cracked bars
• A CONTINUOUS CRACKED BEAM VIBRATION THEORY

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