Restrained Shrinkage Behavior of Heat-cured, High Early-strength High-performance Concrete (HES-HPC)
Author : Jonathan Eagelton
Publisher :
ISBN 13 :
Total Pages : 106 pages
Book Rating : 4.:/5 (872 download)
Book Synopsis Restrained Shrinkage Behavior of Heat-cured, High Early-strength High-performance Concrete (HES-HPC) by : Jonathan Eagelton
Download or read book Restrained Shrinkage Behavior of Heat-cured, High Early-strength High-performance Concrete (HES-HPC) written by Jonathan Eagelton and published by . This book was released on 2014 with total page 106 pages. Available in PDF, EPUB and Kindle. Book excerpt: For decades, High Performance Concrete has commonly been used in bridge decks due to its high strength and durability. Despite these properties, cracking in decks continues to be a challenge for bridge engineers. Cracking in bridge decks can lead to weaker structural members, increased damage during freeze-thaw cycles, and accelerated corrosion. These issues lead to more frequent maintenance as the deck needs to be replaced, which raises costs. Causes of cracking includes: harsh weather conditions during pour or curing, high shrinkage stresses, and extremely high live loads due to overweight truck traffic. There is some belief that freshly poured concrete will develop some stress as adjacent lanes are loaded with trucks. Since the concrete is still weak at this stage, it is believed that the strain caused by this stress generation may be large enough to cause cracking. Because of this, the New Jersey Turnpike Authority (NJTA) has recently developed Supplementary Technical Specifications for a High Early Strength HPC (HES-HPC) to replace bridge decks during staged construction. Higher early age strength can be achieved by increasing the rate of hydration, which can be accomplished with higher temperatures. Part of the specifications suggests the use of a heat blanket to keep the concrete at higher temperatures in the early hours to achieve a faster strength gain. Despite this proposition, heat blanket cured concrete has yet to be tested for restrained shrinkage using the ring test. Additionally, shrinkage reducing admixture has yet to be studied for HES-HPC, despite the possibility of its applicability. The restrained shrinkage ring test is used to compare the cracking tendency of HPC, typical HES-HPC, and heat cured HES-HPC. Shrinkage reducing admixture is also studied to determine if it can be practically applied to HES-HPC. Results of the restrained shrinkage test are also correlated with the free shrinkage results. Crack development is monitored throughout the test and used for comparison.