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Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Ordinary and Long-Term Durability of Reinforced Concrete Structures
Author(s): M. Collepardi
Publication: Special Publication
Appears on pages(s): 1-18
Keywords: cathodic protection; corrosion; durability; epoxy resins; reinforcement; steels
Abstract:Durability of reinforced concrete structures (RCS) seems to be poor when compared with those of ancient un-reinforced structures. When ordinary durability (service life of 40-50 years) is needed, the poor behavior of RCS stems from human negligence in adopting the well consolidated and available experiential knowledge. However, for long-term durability requirements (service life of 100 years and more) the inherent vulnerability of the steel-concrete system must be taken into account. The inherent vulnerability of RCS substantially depend on the following "weak points" of concrete: (I) Low tensile strength (ii) High modulus of elasticity (iii) Microcracking caused by restrained thermal and drying shrinkage or service loading. This paper critically examines some possible future scenarios to achieve long-term-durability in RCS, including: a) Improvement in the corrosion behavior of the metallic reinforcement through the use of corrosion inhibitors, protection of the reinforcement with a coating, chance in the composition of reinforcing bars, or cathodic protection. b) Use of non metallic reinforcement. c) Increase in the tensile strength and/or ductility of concrete mixtures based on rubber-like polymer additions. d) Surface coatings for concrete protection.
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