Fully bio-based composite and modular metastructures

Abstract The reliance on fossil-derived components in the design of metamaterials and metastructures presents sustainability and environmental challenges, prompting the development of alternative solutions. In response, this study proposes a fully bio-based and modular metastructure composed of rods extracted from the giant bamboo ( Dendrocalamus asper ) and plant-based polymeric joints derived from soybean ( Glycine max ) and castor oil ( Ricinus communis ), aiming to offer a sustainable alternative for load-bearing structural components. The research investigates the design, fabrication, and mechanical performance of a unit trussed cell (50 × 50 × 50 mm ³ ) engineered to exhibit auxetic-like chiral rotation and enhanced energy absorption under compressive loading. These cells are assembled into trussed beams (400 × 50 × 50 mm ³ ), and further into sandwich beams with 5 mm thick balsa wood skins. Material properties of the bamboo and polymer components are assessed via physical, chemical, and mechanical characterisation to asses their potential chemical-adhesion compatibility, density, and mechanical performance. Following the fabrication of the proposed structures, further experimental evaluation includes compression of the trussed cell and four-point bending of the beam configurations, while finite element analysis (FEA) is used to simulate elastic behaviour under torsional and cantilever loading. Results demonstrate that the metastructure trussed cell (with a mass of ~ 30 g) supports up to 700 kg in compression, achieving ~ 2 mm displacement, 4° rotation, and absorbing ~ 750 μJ/mm ³ of energy; it also exhibits a force–displacement slope of ~ 4,200 N/mm and an equivalent Poisson ratio near zero within the elastic regime (up to ~ 1 mm displacement). The trussed and sandwich beams exhibit equivalent densities of ~ 0.19 and ~ 0.21 g/cm ³ , respectively, while achieving bending loads of ~ 2000 N and ~ 3600 N, corresponding to maximum bending moments of ~ 103 and ~ 188 kN∙mm, and toughness values of ~ 158 and ~ 193 μJ/mm ³ , respectively. Simulated torsional response of the trussed cell indicates a torque of ~ 7,300 N∙mm per degree of twist, while FEA results for cantilever loading show a homogenised flexural modulus of the beams of ~ 623 MPa (trussed) and ~ 751 MPa (sandwich). These outcomes underscore a promising direction for developing renewable, high-strength, and lightweight composite structures, with applications ranging from civil construction to aerospace engineering. Graphical Abstract