Details:

Alternative Title:
Cost and Ecological Feasibility of Using Ultra-High Performance Concrete in Highway Bridge Piers
Creators:
Joe, Christopher D. ; Moustafa, Mohamed A. ; Ryan, Keri L.
Joe, Christopher D. ; Moustafa, Mohamed A. ; Ryan, Keri L. Less -
Corporate Creators:
University of Nevada, Reno
Corporate Contributors:
Nevada. Dept. of Transportation
Subject/TRT Terms:
[+]
Bridge Construction Bridge Piers Costs Earthquake Resistant Design Economic Analysis Environmental Impacts Feasibility Analysis Highway Bridges Mix Design Ultra High Performance Concrete
Publication/ Report Number:
224-14-803
Resource Type:
Tech Report
Geographical Coverage:
Nevada ; United States
Nevada ; United States Less -
Corporate Publisher:
Nevada. Dept. of Transportation
Abstract:
There is a growing interest in expanding the use of Ultra-high performance concrete (UHPC) from bridge deck joints for accelerated bridge construction to complex architectural and advanced structural applications. The high costs currently associated with UHPC might limit its widespread use. However, the more compact cross-sections, higher strength, and durability of UHPC should result in safer structures and a much longer service life with minimal maintenance. This study aims at exploring the extended use of UHPC to entirely replace conventional concrete in a multi-column bent of a typical highway bridge. This is to provide a pilot design and investigate the structural and seismic performance of UHPC piers for potential future use in highway bridges. The objective of the investigation is to see whether using UHPC in bridge columns and bent caps is economically and environmentally feasible if UHPC cross-sections are optimized to have a comparable structural and seismic response to conventional concrete bridges. Four different UHPC mix designs of varying mechanical properties were considered to design a two-column bridge bent using current analytical tools (OpenSees) while following standard AASHTO design guidelines. Sectional analysis was used for initial, cross-sectional design optimization. Nonlinear lateral pushover and time history analyses were used to perform seismic capacity checks and compare the seismic performance of UHPC piers to a conventional concrete design. The results show that the comparable-strength designed UHPC piers can achieve lower peak (maximum) displacements, ductility demands, maximum drift ratios, and residual displacements along with higher maximum base shear capacities when compared to a conventional concrete pier. For economic and environmental analysis, a bill of quantities was created to calculate the amount of materials consumed and saved. For fewer UHPC design cases where there was a savings in cement consumption, a direct, positive impact is made possible on carbon dioxide emissions caused by the harsh clinker production processes in the cement industry. The study also found significant water savings, due to UHPC’s low water-to-cement ratio, with savings averaging approximately 50% of the conventional concrete design case. Lastly, using the optimized UHPC sections, a cost analysis was performed and found that UHPC designs are not necessarily cheaper, but will only add a slight percent increase in overall costs that is worth considering for a safer structure, longer service life, and minimal maintenance.
Format:
PDF
Funding:
P224-14-803
Collection(s):
US Transportation Collection
Main Document Checksum:
[+]
urn:sha256:39fcc2730d2576cbbe0aabb308a21b3a83354ac3521eb151bba1aed9c0cf62d1
Download URL:
https://rosap.ntl.bts.gov/view/dot/37329/dot_37329_DS1.pdf
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