ultra high performance concrete
Modeling shear strength and deflection response of UHPC deep beams using twoParameter kinematic theory
In this study, two-parameter kinematic theory (2PKT) is used to analyze the characterstics of ultra-high-performance concrete (UHPC) deep beams. The 2PKT background is first modified to include the properties of UHPC deep beams by incorporating constitutive material laws specific to UHPC, along with deformation and geometric fields.
Compressive and electrical resistivity properties of UHPC containing different steel fibers
This study is focused on investigating the self-sensing characteristices of smart UHPCs through evaluating the mechanical and electrical properties of ultra-high-performance concretes (UHPCs) containing different steel fiber types as functional fillers under compression.
- Dự án Monrei Saigon Thành phố thuỷ liệu đầu tiên tại Việt Nam