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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Link to Active This link will always route to the current Active version of the standard. Warning — fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure. Subscription pricing is determined by: Please first log in with a verified email before subscribing astk alerts.
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For meaningful comparisons, the evaporative conditions during test shall be sufficient to produce an average crack width of at least 0. Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards. 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.
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Proceed to Checkout Continue Shopping. Historical Version s – view previous versions of standard. A web subscription provides an easy and secure access to standards, and you are guaranteed to always have the latest edition. 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.
As the voice of the U. In investigating the use of fiber reinforcement as a method to reduce plastic shrinkage wstm in concrete, thirteen different fibers were tested at various fiber volume concentrations.
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Webprint Printed and bound. Please first verify your email before subscribing to alerts. As opposed to the Modified Weibull Model, the Translation Model contains only one parameter that depends on fiber characteristics.
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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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Skip to main content Purdue e-Pubs. Already Subscribed to this document. A model to quantify the influence of fiber reinforcement on plastic shrinkage cracking Michael NorfleetPurdue University Abstract 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.
We have no document history for this standard. You need to log in before adding standards to the asm service. No other units of measurement are included in this standard. As a result, the Translation Model can be used to estimate the performance of a fiber before testing. Monitoring Standards monitoring is aztm free service designed for you who wish to be alerted of changes to or new editions of the standards required in your work.
The second model, which was developed in this thesis, was called the Translation Model. To access this dissertation, please log in to our proxy server.
Add to Alert PDF. If the document is revised or amended, you will be notified by email. 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. Start Webshop Product catalog Product presentation. This standard is also available to be included in Standards Subscriptions.
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