Elastic gridshells were incepted in the 1960s and popularized by the work of Frei Otto, especially through the famous Mannheim Multihalle in the early 1970s. Since then, a number of researchers have dealt with the systems’ materiality, constructability and applicability, driven by respective advantages in their production, transportation, erection and construction. Adaptive architecture has also triggered the interest of many architects and structural engineers, aiming at an optimized static performance and reconfigurable spatial systems that can adapt to functional or structural requirements. Along these lines, the current paper examines the design and analysis of a hybrid bending-active gridshell that consists of an array of elastic strips interconnected through a secondary system of struts and cable segments. The proposed gridshell has a span of 9.6 m and a length of 10 m. The three-stage development of the gridshell includes the planar deformation of the bending-active members, the erection of the system and its external loading. The analysis examines three different materials for the bending-active members. The numerical investigation of the system is conducted through a progressive form-finding and load-deformation Finite-Element Analysis (FEA). The analysis provides insight to the efficiency of the proposed hybrid bending-active gridshell in terms of deployability, transformability and operability, highlighting the structural and architectural potentials in achieving lightweight, adaptive structures.

Research on bending-active systems integrates geometry, design and engineering, as a way to successfully utilize large elastic deformations and achieve form variation and unique system configurations. The deformation process in bending-active members requires thin materials which, however, often fail to provide adequate load-bearing capacity to the structure. The present paper proposes the hybridization of elastic members, with secondary structural components, in order to induce structural efficiency and increased load-deformation capacity. A hybrid system consisting of two elastic strips is interconnected at constant distances along the span direction through strut elements and cables. The configuration series developed refers to the number of segments of the interconnected strips and the resulting spans. The numerical investigation is conducted through a progressive nonlinear form-finding and load-deformation Finite-Element Analysis (FEA). The analysis follows a three-stage development