Use of UHPC in Bridge Structures: Material Modeling and Design
No Thumbnail Available
Date
2012
Journal Title
Journal ISSN
Volume Title
Publisher
Hindawi Ltd
Open Access Color
OpenAIRE Downloads
OpenAIRE Views
Abstract
Ultra-high-performance concrete (UHPC) is a promising new class of concrete material that is likely to make a significant contribution to addressing the challenges associated with the load capacity, durability, sustainability, economy, and environmental impact of concrete bridge infrastructures. This paper focuses on the material modeling of UHPC and design of bridge girders made of UHPC. A two-phase model used for modeling the behavior of UHPC was briefly discussed, and the model was implemented in a preliminary design case study. Based on the implemented design and the reported use of UHPC in bridge applications, the advantages, limitations, and future prospects of UHPC bridges were discussed, highlighting the need for innovative research and design to make optimum use of the favorable properties of the material in bridge structures.
Description
Gunes, Burcu/0000-0003-3768-3530; Selcuk, Seda/0000-0002-2046-3841; Gunes, Oguz/0000-0003-4365-6256
Keywords
[No Keyword Available]
Turkish CoHE Thesis Center URL
Fields of Science
Citation
11
WoS Q
Scopus Q
Q2
Source
Volume
2012