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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: Chemical Prestressig of Concrete Elements Using Expanding Cements
Author(s): T. Y. Lin and Alexander Klein
Publication: Journal Proceedings
Appears on pages(s): 1187-1218
Abstract:Self stressing, produced through the action of an expansive- cement-component in concrete. was used to pre-stress high tensile strength steel in tension, thereby creating degrees of precompression in the concrete, so-cal I ed expansive cement consists of a blend of portland cement of hightricalcium silicate and flow tri-calcium aluminate content with an expansive component made by grinding a clinker of calcium alumino sulfate composition. The concrete elements manufactured and tested, all self stressed by chemical prestressing. include four bressure pipes, three beams, a two-way reinforced slab, a one-way reinforced slab, and a hyperbolic paraboloid thin shell. Only the four pressure pipes and the two slabs are de-scribed in detail. The behavior and the strength of pressure pipes and slabs determined by experiment are compared with analytical values based on conventional theory of elasticity and principles of prestressing. It is shown that experimental results obtained with chemical prestressing of pressure pipes and flat slabs agree closely with calculated theoretical values.
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