Abstract
Abstract
Evaluation of shrinkage strain in long concrete structures such as prestressed concrete box girder bridges is very important for the design of such structures. A wrong evaluation may contribute to loss of prestressing force, excessive deflections, cambers and cracking of the structure. It may also affect the durability and serviceability of the structure. The value of shrinkage strain is required during design, far before the construction process. However, realistic evaluation is still a difficult problem because shrinkage strain is influenced by the concrete composition and environmental factors such as humidity and temperature. Therefore, to gain the best evaluation, an experimental program was conducted to measure the shrinkage strain of concrete versus concrete age. Several concrete specimens were collected during pouring of several box girder segments of Tauranga Harbour Link, New Zealand. Variation of shrinkage strain versus concrete age for almost two years of data collection was plotted.
Subject
General Physics and Astronomy
Reference22 articles.
1. Case study of a high-performance concrete bridge in Tennessee;Huo;Practical Periodical on Structural Design and Construction,2006
2. Monitoring and numerical analysis of construction stages on the bridge realized by the free Cantilever Method;Dolinajová;Procedia Eng.,2013
3. Creep, shrinkage and thermal strains in normal, medium and high strength concretes during hydration;Khan;ACI Materials J.,1997
4. Concrete creep and shrinkage at cyclic ambient conditions;Vandewalle;Cement and Concrete Composite,2000
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献