The authors note that current design methods (ACI and concrete capacity design [CCD]) overpredicted the pullout capacity as governed by concrete. Get this from a library! Code requirements for nuclear safety related concrete structures: ACI and commentary, ACI R [American Concrete. Reduced stress area calculation for anchorages in shallow members using equation () (ACI , ): Ac = projected area for limited depth = (a + 2hef.

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BoxRedford Station, Detroit “. Create lists, bibliographies and reviews: Concrete construction — Standards — United States. Remember me on this computer. The name field is required.

The E-mail message field is required. A total of 57 anchors 39 adhesive and 18 grouted anchors were tested under monotonic tension loading. Would you also like to submit a review for this item? You may have already requested this item.


The tension failure loads predicted by the CCD method fits experimental results over a wide range of embedment depth e. You may send this item to up to five recipients. Please enter your name. Anchors, experimentally show a lower load-bearing capacity when installed in a cracked concrete member.


Nuclear facilities — Design and construction — Standards. You already recently rated this item. Subjects Concrete construction — Standards — United States. Your Web browser is not enabled for JavaScript. With the addition of steel fibers, however, the damage on concrete was significantly reduced. Acci use of both methods to predict the concrete failure load of fastenings in uncracked concrete under monotonic loading for important applications is compared. Cancel Forgot your password?

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The E-mail Address es you entered is are not in a valid format. The authors note that current design methods ACI and concrete capacity design [CCD] overpredicted the pullout capacity as governed by concrete failure. Anchors In Concrete Structures. The CCD method is more user-friendly for design.


Concrete cone failure

Please re-enter recipient e-mail address es. American Concrete Institute P. An increase of the anchor’s load-carrying capacity is observed. A constant distribution of tensile stresses is then assumed.

Concrete cone failure – Wikipedia

On the other hand, depending on the application in question, the predictions of ACI are sometimes unconservative and sometimes conservative. Concrete construction — Standards. Reviews User-contributed reviews Add a review and share your thoughts with other readers.