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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Concrete cone failure

Allow this favorite library to be seen by others Keep this favorite library private. The ultimate capacity of the anchors generally increased with increasing concrete strength. You may send this item to up to five recipients. Preview this item Preview this item. On the other hand, depending on the application in question, the predictions of ACI are sometimes unconservative and sometimes conservative. However, formatting rules can vary widely between applications and fields of interest or study.

The use of anchors for attachments of structural members to concrete come in two general categories: Views Read Edit View history. Please verify that you are not a robot. Your list has reached the maximum number of items. 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. Nuclear safety structures code and commentary. Similar Items Related Subjects: A user-friendly, highly transparent model for the design of post-installed steel anchors or cast-in-place headed studs or bolts, termed the concrete capacity design CCD approach, is presented.


Concrete cone failure – Wikipedia

BoxRedford Station, Detroit In the case of concrete tensile failure with increasing member size, the 39-85 load increases less than the available failure surface; that means the nominal stress at failure peak load divided by failure area decreases. Anchors In Concrete Structures. Cancel Forgot your password? Create lists, bibliographies and reviews: Figures; References; Tables; Pagination: A total of 57 anchors 39 adhesive and 18 grouted anchors 349-58 tested under monotonic tension loading.

Linked Data More info about Linked Data. This page was last edited on 15 Juneat Reviews User-contributed reviews Add a review and share your thoughts with other readers. The comparison shows that the CCD method can accurately predict the concrete failure load of fastenings for the full range of investigated applications.

You may have already requested this item. View afi subjects 3498-5 like this Similar Items. Anchor tests ending with concrete failure resulted in severe damage on plain concrete. Nuclear facilities — Design and construction — Standards — United States.

Citations are based on reference standards. Find a library where document is available. American Concrete Institute P. English View all editions and formats.


The authors note that current design methods ACI and concrete capacity design [CCD] overpredicted the pullout capacity as governed by concrete failure.

A data bank including approximately 1, European and American tests was adi. Find a copy in the library Finding libraries that hold this item Anchors, experimentally show a lower load-bearing capacity when installed in a cracked concrete member. Nuclear facilities — Design and construction — Standards.


The model is based on fracture mechanics theory and takes into account the size effectparticularly for the factor h e f 1. Based on this, the CCD method is recommended as the basis for the design of fastenings. For large head size, the bearing pressure in the bearing zone diminishes. Please re-enter recipient e-mail address es. The use of post-installed anchors allows greater flexibility in planning, design, and strengthening of concrete structures.

Finding libraries that hold this item Search WorldCat Acii items in libraries near you. Your rating has been recorded. This article reports on a study of the load-deflection behavior of adhesive and grouted anchors embedded in both plain and steel fiber-reinforced normal- and high-strength concretes.

Add a review and share your thoughts with other readers. The failure is governed by crack growth in concrete, which forms a typical cone shape having the anchor’s axis as revolution axis. Remember me on this computer. International Journal 3449-85 Fracture.

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The CCD method is more user-friendly for design.