TY - GEN
T1 - Repair of impacted concrete bridge beams
AU - Harik, Issam
AU - Peiris, Abheetha
PY - 2014
Y1 - 2014
N2 - Reinforced and prestressed concrete bridge superstructures impacted by overheight trucks may require the bridge to be categorized as structurally deficient in case the impact causes moderate to severe damage. Consequently, load posting on the bridge may be required. In some instances, the bridge will be closed. A number of incidences have been reported where concrete blocks have come loose from the impacted region, days or weeks following the impact, and fell on vehicles traveling under the impacted beams causing harm, or even death, to the vehicle occupants. This paper presents a two-stage approach for the containment and repair of the damage area in impacted concrete bridge beams. The first approach outlines the immediate action following an impact to prevent loose concrete blocks from falling on the traveling public. The second approach outlines the methodology for repairing the impacted area and also providing containment in the event future impacts were to occur. A discussion of the advantages and limitations of this approach, along with the lessons learned from the field applications are presented in the paper.
AB - Reinforced and prestressed concrete bridge superstructures impacted by overheight trucks may require the bridge to be categorized as structurally deficient in case the impact causes moderate to severe damage. Consequently, load posting on the bridge may be required. In some instances, the bridge will be closed. A number of incidences have been reported where concrete blocks have come loose from the impacted region, days or weeks following the impact, and fell on vehicles traveling under the impacted beams causing harm, or even death, to the vehicle occupants. This paper presents a two-stage approach for the containment and repair of the damage area in impacted concrete bridge beams. The first approach outlines the immediate action following an impact to prevent loose concrete blocks from falling on the traveling public. The second approach outlines the methodology for repairing the impacted area and also providing containment in the event future impacts were to occur. A discussion of the advantages and limitations of this approach, along with the lessons learned from the field applications are presented in the paper.
KW - Beam
KW - Bridge
KW - Concrete
KW - Repair
KW - Strengthening
UR - http://www.scopus.com/inward/record.url?scp=84929428858&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84929428858&partnerID=8YFLogxK
U2 - 10.2749/222137814814069750
DO - 10.2749/222137814814069750
M3 - Conference contribution
AN - SCOPUS:84929428858
T3 - Engineering for Progress, Nature and People
SP - 2985
EP - 2990
BT - Engineering for Progress, Nature and People
T2 - 37th IABSE Symposium on Engineering for Progress, Nature and People
Y2 - 3 September 2014 through 5 September 2014
ER -