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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Search Enter search terms: As opposed to the Modified Weibull Model, the Translation Model contains only one parameter that depends on fiber characteristics.
A model to quantify the influence of fiber reinforcement on plastic shrinkage cracking
We have no document history for this standard. 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.
The second model, which was developed in this thesis, was called the Translation Model.
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Warning — fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.
Proceed c1759 Checkout Continue Shopping. No other units of measurement are included in this standard. Skip to main content Purdue e-Pubs.
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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.
Standards Subscriptions from ANSI aztm a money-saving, multi-user solution for accessing standards. Subscription pricing is determined by: The Translation Model is mathematically easier to use and is shown to be a powerful predictor of plastic shrinkage cracking in fiber reinforced concretes.
For meaningful comparisons, the evaporative conditions during test shall be sufficient to produce an average crack width of at least 0. If you need to be able to add standards to the monitoring service, you must register as a user with your own username and password.
This standard is not included in any packages. Note 2 — To achieve evaporation rates that result in a crack of at least 0.
“A model to quantify the influence of fiber reinforcement on plastic sh” by Michael Norfleet
We have no amendments or corrections for this standard. Link to Active This link will always route to the current Active version of the standard. No other units of measurement are included in this standard. As the voice of the U. Warning — fresh hydraulic cementitious mixtures are caustic c1597 may cause chemical burns to skin and tissue upon prolonged exposure.
You can download and open this file to your own computer but DRM prevents opening this file on another computer, including a networked server. 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.
Historical Version s – view previous versions of 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. The moment new editions of the standards you monitor are released, changes are made, or appendixes are published, you will be alerted by email. Add to Alert PDF. Need more than one copy? If the document is revised or amended, you will be notified by email.
Read more about subscriptions. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. The predictions from the Translation Model are related to characteristics of the fiber geometry. Please first log in with a verified email before subscribing to alerts.
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