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This chapter provides a comprehensive review of four key strategies designed to mitigate shear locking in two-node beam elements under bending: Uniform Reduced Integration (URI), Selective Reduced Integration (SRI), Mixed Interpolation of Tensorial Components (MITC), and the use of higher-order Finite Elements (FEs).

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Numerical Remedies Against Shear Locking

  • 章节

  • 发表日期：

    2026年

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  • Erasmo Carrera,
  • Gerlando Augello,
  • Riccardo Augello

摘要

This chapter provides a comprehensive review of four key strategies designed to mitigate shear locking in two-node beam elements under bending: Uniform Reduced Integration (URI), Selective Reduced Integration (SRI), Mixed Interpolation of Tensorial Components (MITC), and the use of higher-order Finite Elements (FEs).