A Multi-Model Collaborative Finite Element Approach for Service-State Analysis of Timber Components

Abstract

Current numerical models for timber components are often limited to single constitutive theories, making it difficult to accurately simulate their complex multi-stage mechanical behavior under diverse service conditions. To overcome this limitation, this study proposes an innovative “multi-model collaborative finite element analysis method.” Guided by the principle of “service-condition matching,” this method dynamically selects and integrates appropriate mechanical models to achieve high-fidelity simulation throughout the entire service life of the component: an orthotropic elastic model is used to reveal the “strong longitudinal but weak transverse” stress distribution under normal loads; the Hill anisotropic criterion captures the evolution of plastic strain as loads approach the yield point; and a viscoelastic model describes the rate-dependent and stress-relaxation behaviors under long-term loading. Results show that the collaborative method effectively elucidates the respective mechanical mechanisms, and Digital Image Correlation (DIC) measurements validate the simulation accuracy. The proposed method provides an innovative and efficient cross-scale numerical tool for timber structures, enabling integrated simulation from short-term safety assessment to long-term performance evolution. This is of great significance for the conservation, performance optimization, and lifespan prediction of historic timber components.