Effect of Sheath Modeling on Unbonded Post-Tensioned Concrete under Blast Loads
Abstract
Unbonded post-tensioned (PT) concrete systems are widely used in safety-critical structures, yet modeling practices for prestress implementation and tendon-concrete interaction remain inconsistent. This study investigates the... | Find, read and cite all the research you need on Tech Science Press
Fields of Study & Subjects
Structural Response to Dynamic Loads
Structural Behavior of Reinforced Concrete
Seismic Performance and Analysis
Publication details
- Journal / source
- Computer Modeling in Engineering & Sciences
- Volume
- 146
- Issue
- 1
- Pages
- 1–10
- Publication date
- 1 January 2026
- Language
- EN