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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

This asgm that you are always up-to-date and saves you both time and money. As a result, the Translation Model can be used to estimate x1579 performance of a fiber before testing.

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 astmm in concrete, thirteen different fibers were tested at various fiber volume concentrations.

You can download and open this file to your own computer but DRM prevents opening this file on another computer, including a networked server. The predictions from the Translation Model are related to characteristics of the fiber geometry. Advisors Jason Weiss, Purdue University. Michael NorfleetPurdue University. Proceed to Checkout Continue Shopping. 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 sh” by Michael Norfleet

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Subject Area Engineering, Civil. Start Webshop Product catalog Product presentation. The 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. Webprint Printed and bound. 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. Already Subscribed to this document. Warning — fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure. Your Alert Profile lists the documents that will be monitored. Need more than one copy? Historical Version s – view previous versions of standard. Standards monitoring is a free service designed for you who wish to be alerted of changes to or new editions of the standards required in your work.

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This standard is also available to be included in Standards Subscriptions. 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 Subsctiption may be the perfect solution. 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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We have no amendments or corrections for this standard. Subscription pricing is determined by: Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards. No other units of measurement are included in this standard. Read more about astk. If the document is revised or amended, you will be notified by email.

Please first log in with a verified email before subscribing to alerts. Link to Active This link will always route to the current Active version of the 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 benefits of a subscription: The moment new editions of the standards you monitor are released, changes are made, or appendixes are published, you will be alerted by email. For meaningful comparisons, the evaporative conditions during test shall be sufficient to produce an average crack width of at least 0. 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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