ACI 349-85 PDF

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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Anchor tests ending with concrete failure resulted in severe damage on plain concrete.


Test results showed that pullout capacities of the anchors were not significantly affected by the addition of steel fibers into the concrete. Mar 17 This page was last edited on 15 Juneat Please choose whether or not you want other users to be able to see on your profile that this library is a favorite of yours. Views Read Edit View history. International Journal of Fracture. View all subjects More like this Similar Items.



Concrete cone failure – Wikipedia

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A constant distribution of tensile stresses is then assumed. Grouted anchors of 16 mm diameter were tested at 80,and mm embedment depths.

In the case of concrete tensile failure with increasing member size, the failure load increases less than the available failure surface; that means the nominal stress at failure peak load divided by failure area decreases.

Bridges and other structures; Design; Highways; I For acl head size, the bearing pressure in the bearing zone diminishes. The authors tested 12 and 16 mm-diameter adhesive anchors at embedment depths ranging from 40 to mm. American Concrete Institute P. Retrieved from ” https: An increase of the anchor’s load-carrying capacity is observed. Influence of member thickness and anchor’s head size”. From Wikipedia, the free encyclopedia.

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Concrete cone failure

The E-mail Address es field is required. The tension failure loads predicted by the CCD method fits experimental ac over a wide range of embedment depth e. Advanced Search Find a Library.


The E-mail message field is required. Would you also like to submit a review for this item? The comparison shows that the CCD method can accurately predict the concrete failure load of fastenings for the full range of investigated applications.

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BoxRedford Station, Detroit The ultimate capacity of the anchors generally increased with increasing concrete strength. Different modification factors were proposed in technical literature.

Nuclear 394-85 — Design and construction — Standards — United States. Concrete; Filing Info Accession Number: The authors note that current design methods ACI and concrete capacity design [CCD] overpredicted the pullout capacity as governed by concrete failure.

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