Rapid Repair of Severely Damaged Concrete Columns after an Earthquake

Repair of damaged bridge columns following an earthquake is a good alternative to replacement; benefits include cost savings, reduction in construction time, and decreased interruption of emergency services. The objective of bridge repair is to rehabilitate damaged columns to a performance level similar to the original performance by restoring their lateral load and displacement capacity. In the design of bridges for earthquakes, damage is typically directed to bridge columns, thus protecting the pier caps and footings; hence, the post-seismic repair is focused on columns. Repair techniques for damaged columns include externally bonded carbon fiber-reinforced polymer (CFRP) jackets, steel jackets and reinforced concrete jackets. Until recently it has been assumed that when longitudinal bars within the column buckle or fracture the column should be replaced.

Accelerated Bridge Construction (ABC) is gaining acceptance because of reduced construction time and minimal traffic interruption. Grouted Splice Sleeves (GSS) have been gaining attention as a possible precast concrete connection method for ABC in seismic regions. Findings from recent ABC research indicate that columns connected using GSS connectors concentrate column damage and decrease the area of damage compared to traditional monolithic construction. These characteristics are advantageous for repair purposes, leaving a relatively undamaged column for relocation of the area of column damage.

The repair method has been implemented on four severely damaged precast concrete columns connected using GSS connectors. The specimens were column-to-footing and column-to-pier cap joints, and had undergone quasi-static cyclic loading, simulating earthquakes reaching a severe damage state before being repaired. Damage was concentrated at the column ends and included concrete crushing, rebar fracture and rebar pullout from the GSS, thus significantly compromising lateral load and displacement capacity.

The repair technique uses materials that are easy to install including epoxy anchored headed steel bars, CFRP sheets and either nonshrink or expansive concrete. The first step in the repair procedure was to create a prefabricated CFRP shell. While the CFRP shell was curing, the holes for the headed steel bars were drilled into the footing or pier cap and the headed steel bars were epoxy anchored into place around the column. After the CFRP shell had cured it was split in half and placed around the column to simulate field conditions; three additional CFRP layers were applied to complete construction of the CFRP shell, which also acted as stay-in-place formwork. Once the CFRP shell had fully cured, either nonshrink or expansive concrete was cast inside the shell.

The strength and displacement capacity of the damaged bridge columns was restored by achieving approximately the same displacement and lateral load as the original specimens. The result is a cost effective repair which could be installed within a few days. The research was funded by the Utah, New York State and Texas Departments of Transportation and the Mountain Plains Consortium.

According to Dr. Chris Pantelides, professor of civil and environmental engineering at the University of Utah and principal investigator of the research, “although the repair was developed for precast concrete columns it could be extended to cast-in-place columns; it has the potential to be used in the retrofit of columns before an earthquake as well as the repair of columns after an earthquake.” Based on the overall performance, this is a viable repair technique for severely damaged columns in regions with strong earthquakes. Even though initial column damage was severe, the method is robust and applicable to columns with varying damage states including buckled or fractured longitudinal steel bars. The repair technique is rapid and satisfies the requirements of accelerated bridge construction.

The research can be found in a paper titled “Seismic Repair of Severely Damaged Precast Reinforced Concrete Bridge Columns Connected with Grouted Splice Sleeves,” accepted and soon to be published by ACI Structural Journal.

University of Utah Steel Bridge Team Advances to the National Competition

On Saturday, April 2, the University of Utah’s Student Chapter of the American Society of Civil Engineers earned a spot at the National Steel Bridge Competition, held this year on May 27-28 at BYU. Only the top three teams advance from the Rocky Mountain Regional Conference. The regional conference was contested this year at Denver, CO. The region consists of schools from the states of Colorado, New Mexico, South Dakota, Utah, and Wyoming.

Each of the 14 teams competing this year designed and fabricated a steel bridge before the event. During the competition, the teams race to construct their bridge. The bridge this year spanned 21-feet, crossed a river, and supported 2,500 pounds. A team’s cost comes from a formula that combines time to construct the bridge, the number of construction laborers used by the team, the weight of the bridge, and the deflection of the bridge when it supports the required load. Costs are added for construction and/or design violations. Teams’ bridges are ranked by lowest total cost.

Last year over 225 teams across North America vied for 47 positions at the national competition. Hence, it is a great honor for this year’s team to have made to the national level. Utah’s team is captained by Kevin Simmons and includes construction team members Tom Buhler, Treven Edwards, Ian Hartman, Alan Palmer, and Nick Reay.