A dual-explicit model-based integration algorithm with higher-order accuracy for structural dynamics

DOI10.1016/J.APM.2022.06.005zbMath1505.65147OpenAlexW4282592804WikidataQ113880190 ScholiaQ113880190MaRDI QIDQ2110047

Fu-Tai Zhang, Bo Fu

Publication date: 21 December 2022

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2022.06.005

zbMATH Keywords

accuracystructural dynamicsintegration algorithmexplicitmodel-basedperiod elongation

Mathematics Subject Classification ID

Forced motions in linear vibration theory (70J35) Numerical integration (65D30)

Cites Work

• An improved implicit method with dissipation control capability: the simple generalized composite time integration algorithm
• A parabolic acceleration time integration method for structural dynamics using quartic B-spline functions
• Explicit higher-order accurate isogeometric collocation methods for structural dynamics
• A second-order accurate three sub-step composite algorithm for structural dynamics
• Enhanced studies on the composite sub-step algorithm for structural dynamics: the Bathe-like algorithm
• An improved sub-step time-marching procedure for linear and nonlinear dynamics with high-order accuracy and high-efficient energy conservation
• An implicit family of time marching procedures with adaptive dissipation control
• A quadratic b-spline based isogeometric analysis of transient wave propagation problems with implicit time integration method
• An unusual amplitude growth property and its remedy for structure-dependent integration methods
• Assessment of explicit and semi-explicit classes of model-based algorithms for direct integration in structural dynamics
• A new family of explicit time integration methods for linear and non‐linear structural dynamics
• Design, analysis, and synthesis of generalized single step single solve and optimal algorithms for structural dynamics
• Noniterative Integration Algorithms with Controllable Numerical Dissipations for Structural Dynamics
• Development of composite sub-step explicit dissipative algorithms with truly self-starting property

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