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Effect of Impact and Penetration on Microstructural Evolution of High-performance Concretes

Journal Article · · Cement and Concrete Composites

Due to the increased concern of public safety in recent years, blast resistance of infrastructures has become an emerging research focus in the cement and concrete industry. Ultra High Performance Concrete (UHPC) with fiber reinforcement usually possesses compressive strengths greater than 200 MPa, which makes them promising candidates for blast-resistant building materials. In the current project, two UHPC materials, Ductal and ERDC-M, were subject to projectile penetration testing. The microstructural evolution due to projectile impact was examined via scanning electron microscopy and X-ray diffraction. Possible phase changes were observed in the impact volume, which was likely a result of the high temperature and high pressure induced by the impact.

Research Organization:
Oak Ridge National Laboratory (ORNL); High Temperature Materials Laboratory
Sponsoring Organization:
ORNL work for others
DOE Contract Number:
AC05-00OR22725
OSTI ID:
1079845
Journal Information:
Cement and Concrete Composites, Journal Name: Cement and Concrete Composites Vol. 41; ISSN 0958-9465
Country of Publication:
United States
Language:
English

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