Work

Experimental investigation of nonlinear stress-strain behaviour of various elastomeric materials under cyclic loading

Year: 2026

Type: article

Abstract: This study investigates the nonlinear mechanical responses of elastomeric materials under complex loading paths. The experimental programme involved a series of uniaxial tensile and compressive tests under various loading protocols, systematically comparing the mechanical responses of different materials. The results show that amorphous polymers, including Thermoplastic Polyurethane, Neoprene rubber, and Neoprene/NBR rubber, exhibit more linear (elastic) load–unload behaviour, with improved shape recovery, resistance to stress relaxation, and reduced residual strain, although their energy dissipation capacity remains limited. In contrast, semi-crystalline polymers, including Polypropylene, Ultra-High-Molecular-Weight Polyethylene, and High-Density Polyethylene, demonstrate pronounced strain-dependent behaviour. As the strain increases, stress softening and cyclic relaxation effects are reduced. These materials exhibit significant energy dissipation but considerable residual strain. A key outcome of this research is that Thermoplastic Polyurethane presents the most favourable combination of high stress retention, low residual strain, and creep resistance, making it a strong candidate for use in the segmental construction of prefabricated bridges as a seismic damage-avoidance element. Ultra-High-Molecular-Weight Polyethylene, when combined with post-tension systems, also shows potential due to its strain hardening and enhanced energy dissipation, thereby improving seismic resilience under major events. These findings provide valuable insights into the deformation mechanisms of elastomeric materials and offer practical guidance for their effective implementation in energy-dissipating structural systems. • An optimal material is developed for a bio-inspired damage-free segmental bridge pier system. • The nonlinear behaviour of six elastomers (TPU, Neoprene, Neoprene/NBR, UHMWPE, PP and HDPE) is investigated. • Stress softening, relaxation, hysteresis, residual strain, recovery and creep are quantitatively analysed. • TPU shows the best combination of high stress retention, low residual strain, and strong creep resistance. • UHMWPE exhibits pronounced strain hardening and enhanced energy dissipation capacity.

Source: Construction and Building Materials

DOI: 10.1016/j.conbuildmat.2026.145234

Authors: Hailong Cao, Karl Minta, Hossein A. Beigi, Evangelia Georgantzia, Mohammad M. Kashani

Institutions: University of Southampton, University of Bristol

Language: English

Topic: Seismic Performance and Analysis

Subfield: Civil and Structural Engineering

Field: Engineering

Domain: Physical Sciences

SDGs: Industry, innovation and infrastructure, Sustainable cities and communities

Open Access status: hybrid

Estimated APC paid: $4,540