This standard is issued under the fixed designation C; the number immediately 1 This test method is under the jurisdiction of ASTM Committee C09 on. ASTM C Standard Test Method for Evaluating Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete (Using a Steel Form Insert). Buy ASTM C Standard Test Method for Evaluating Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete (Using a Steel Form Insert) from.
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A model to quantify the influence of fiber reinforcement on plastic shrinkage cracking Michael NorfleetPurdue University Abstract In investigating the aatm of fiber reinforcement as a method to reduce plastic shrinkage cracking in concrete, thirteen different fibers xstm tested at various fiber volume concentrations. Historical Version s – view previous versions of standard.
This standard is not included in any packages. A web subscription provides an easy and secure access to standards, and you are guaranteed to always have the latest edition. Warning — fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.
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Subject Area Engineering, Civil. Warning — fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure. Since many other variables such as cement fineness, aggregate gradation, aggregate volume, mixing procedures, slump, air content, concrete temperature and surface finish can also influence potential cracking, attention shall be paid to keep these as consistent as possible from mixture to mixture. This standard is also available to be included in Standards Subscriptions.
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“A model to quantify the influence of fiber reinforcement on plastic sh” by Michael Norfleet
Add to Alert PDF. For meaningful comparisons, the evaporative conditions during test shall be sufficient to produce an average crack width of at least 0. Webprint Printed and bound.
Note 2 — To achieve evaporation rates that result in a crack of at least 0. The predictions from the Translation Model are related to characteristics of the fiber geometry.
We have no document history for this standard. In investigating the use of fiber reinforcement as a method to reduce plastic shrinkage cracking in concrete, thirteen different fibers were tested at various fiber volume concentrations.
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You may delete a document from your Alert Profile at any time. Advisors Jason Weiss, Purdue University. The Translation Model is mathematically easier to use and is shown to be a powerful predictor of plastic shrinkage cracking in fiber reinforced concretes.
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The benefits of a subscription: Skip to main content Purdue e-Pubs. Link to Active This link will always route to the current Active version of the standard. As a result, the Translation Model can be used to estimate the performance of a aastm before testing.
A model to quantify the influence of fiber reinforcement on plastic shrinkage cracking
It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. As opposed to the Modified Weibull Model, the Translation Model contains only one parameter that depends on fiber characteristics. Michael Norfleet c1597, Purdue University.
Ast second model, which was developed in this thesis, was called the Translation Model. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.
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