The Challenges Related to Interface Bond Characterization of Ultra-High-Performance Concrete With Implications for Bridge Rehabilitation Practices

2014 ◽  
pp. 20140034 ◽  
Author(s):  
Devin K. Harris ◽  
Miguel A. Carbonell Muñoz ◽  
Amir Gheitasi ◽  
Theresa M. Ahlborn ◽  
Sarah V. Rush
Keyword(s):  
High Performance ◽  
High Performance Concrete ◽  
Ultra High Performance Concrete ◽  
Bridge Rehabilitation ◽  
Interface Bond

scholarly journals Laboratory characterization of Cor-Tuf Baseline and UHPC-S

2021 ◽  
Author(s):  
Dylan Scott ◽  
Steven Graham ◽  
Bradford Songer ◽  
Brian Green ◽  
Michael Grotke ◽  
...  
Keyword(s):  
High Performance ◽  
High Performance Concrete ◽  
The United States ◽  
Design Guidelines ◽  
Ultra High Performance Concrete ◽  
Laboratory Characterization ◽  
Potential Benefits ◽  
The Republic ◽  
Protective Structures

This experimental effort is part of a larger program entitled Development of Ultra-High-Performance Concrete Tools and Design Guidelines. This program operates in accordance with an agreement concerning combating terrorism research and development between the United States of America Department of Defense and the Republic of Singapore Ministry of Defence. The objective of the program is to develop a better understanding of the potential benefits that may be achieved from the application of ultra-high-performance concrete (UHPC) materials for protective structures. The specific effort detailed in this report will provide insight into laboratory-scale mechanical properties of Cor-Tuf and a proprietary material termed UHPC-Singapore (UHPC-S).

scholarly journals Fracture Characterization of Ultra-High Performance Concrete Notched Beams under the Influence of Different Material Factors Based on Acoustic Emission Technique

Materials ◽  
2021 ◽  
Vol 14 (16) ◽  
pp. 4608
Author(s):  
Xianqiang Wang ◽  
Duo Liu ◽  
Yao Zhang ◽  
Yubo Jiao
Keyword(s):  
Acoustic Emission ◽  
Flexural Strength ◽  
High Performance ◽  
High Performance Concrete ◽  
Ultra High Performance Concrete ◽  
Fracture Characterization ◽  
Fracture Characteristics ◽  
Binder Ratio ◽  
Water Binder Ratio

Acoustic emission (AE) technology is widely used in structural health monitoring. Glass sand (GS) made from waste glass is a promising replacement aggregate for quartz sand (QS) in ultra-high performance concrete (UHPC). This paper addresses the effects of different factors including water-binder ratio, length of basalt fiber (BF) and ratio of GS replacing QS on the fluidity and flexural strength of UHPC notched beam under four-point flexural loads. Meanwhile, the fracture characteristics of UHPC notched beam were characterized through acoustic emission (AE) technique. The results show that water-binder ratio and replacement ratio of GS present a positive correlation with work performance of UHPC, while length of BF exhibits a negative one. The flexural strength of UHPC notched beams can be improved by the decrease of the water-binder ratio and fiber length. The effect of water-binder ratio on flexural strength is the most significant, while the addition of GS presents the minimum one. The fracture characteristics of UHPC notched beams could be favorably characterized by AE parameters. Through the analysis and comparison of the evolution of AE parameters, the differences in fracture properties of UHPC notched beams with different flexural strengths can be realized. Through this study, the fluidity and flexural performance of UHPC produced by replacing QS with GS were demonstrated, which is beneficial to the cleaner production of UHPC. Meanwhile, the AE technique presented great potential for fracture characterization of UHPC notched beam, which also provided a promising method for real-time monitoring of cracking in the diagnosis of UHPC structures.

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