Compressive behavior of plain and fiber-reinforced high-strength concrete subjected to high strain rate loading

• Main Authors: Wang, S., Zhang, M.-H., Quek, S.T.
• Other Authors: CIVIL & ENVIRONMENTAL ENGINEERING
• Format: Conference or Workshop Item
• Published: 2014
• Subjects: Dynamic increase factor; Fiber-reinforced high-strength concrete; Fracture patterns; High strain rate; Split hopkinson pressure bar
• Online Access: http://scholarbank.nus.edu.sg/handle/10635/91280
• Institution: National University of Singapore

10.4028/www.scientific.net/AMM.82.57