Fiber damage analysis model for RC beam-column based on EEP super-convergent computation

DOI10.1007/S11431-011-4496-8zbMath1239.74044OpenAlexW2258262802MaRDI QIDQ425017

Jun Teng, Xue-feng He, ZuoHua Li, Jin-ping Ou

Publication date: 7 June 2012

Published in: Science China. Technological Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11431-011-4496-8

zbMATH Keywords

EEPfiber modelRC beam-columnsection integrationseismic damage model

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)

Cites Work

• A mixed finite element for three-dimensional nonlinear analysis of steel frames
• Computation of super-convergent nodal stresses of Timoshenko beam elements by EEP method
• An energy release rate-based plastic-damage model for concrete
• Mixed formulation of nonlinear beam finite element

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