Stress–strain curve

New Model Revolutionizes Understanding of Ultra-High-Performance Concrete Behavior

A groundbreaking study published in the journal Engineering introduces a revolutionary stress-strain model for ultra-high-performance concrete (UHPC) confined by fiber-reinforced polymers (FRP). Conducted by researchers from Huazhong University and Southern University, this research addresses critical gaps in understanding UHPC’s compressive behavior, enhancing design accuracy and safety in modern construction. Discover how this advanced model reshapes engineering approaches and improves infrastructure resilience.