Pullout Behavior of Titanium Alloy Reinforcing Bars in Ultra-High Performance Concrete

Author:

Acharya Mahesh1ORCID,Cantrell Jared1,Mashal Mustafa1

Affiliation:

1. Department of Civil & Environmental Engineering, Idaho State University, Pocatello, ID 83209, USA

Publisher

MDPI

Reference19 articles.

1. Seismic Performance of High-Performance Fiber Reinforced Cement-Based Composite Structural Members: A Review;Shao;ASCE J. Struct. Eng.,2022

2. Kim, H., Moon, B., Hu, X., Lee, H., Ryu, G.-S., Koh, K.-T., Joh, C., Kim, B.-S., and Keierleber, B. (2021). Construction and Performance Monitoring of Innovative Ultra-High-Performance Concrete Bridge. Infrastructures, 6.

3. Graybeal, B. (2014). Bond Behavior of Reinforcing Steel in Ultra High Performance Concrete, Office of Infrastructure Research and Development. Federal Highway Administration, FHWA-HRT-14-089.

4. Schmidt, M., and Fehling, E. (2012). Proceedings of Hipermat 2012 3rd International Symposium on UHPC and Nanotechnology for High Performance Construction Materials, Kassel University Press.

5. Schmidt, M., Fehling, E., and Geisenhanslüke, C. (2004). Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel University Press.

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