Abstract
This paper presents numerical assessment of ultra-high performance concrete (UHPC) material using finite element (FE) method. Since UHPC is a relatively new material with superior strength and energy absorption, the concrete models on UHPC in FE analysis are not fully capturing behavior of UHPC. In this study, the calibration of concrete models for UHPC is exploited. The calibrated models show their capability to capture the response of UHPC material quite well compared with experiment. More details of results are discussed.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: IOP Conf. Series: Materials Science and Engineering
Paper Title
Journal
Date
