ACI 349-85 PDF

Nuclear facilities — Design and construction — Standards. Reviews User-contributed reviews Add a review and share your thoughts with other readers. Please enter the message. Concrete cone failure — Wikipedia Nuclear safety structures code and commentary. The authors note that current design methods ACI and concrete capacity design [CCD] overpredicted the pullout capacity as governed by concrete failure. Concrete construction — Standards.

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Nuclear facilities — Design and construction — Standards. Reviews User-contributed reviews Add a review and share your thoughts with other readers. Please enter the message. Concrete cone failure — Wikipedia Nuclear safety structures code and commentary. The authors note that current design methods ACI and concrete capacity design [CCD] overpredicted the pullout capacity as governed by concrete failure.

Concrete construction — Standards. Some features of WorldCat will not be available. Subjects Concrete construction — Standards — United States. Test results showed that pullout capacities of the anchors were not significantly affected by the addition of steel fibers into the concrete.

The ultimate capacity of the anchors generally increased with increasing concrete strength. However, formatting rules can vary widely between applications and fields of interest or study. Please create a new list with a new name; move some items to a new or existing list; or delete some items. The CCD method is more user-friendly for design. Linked Data More info about Linked Data.

A total of 57 anchors 39 adhesive 18 grouted anchors were tested under monotonic tension loading. Your request to send this item has been completed. Anchors ; Models Subject Areas: The model is based on fracture mechanics theory and takes into account the effectparticularly for the factor h e f 1. The comparison shows that the CCD method can accurately predict the concrete failure load of fastenings for the full range of investigated applications.

A constant distribution of tensile stresses is then assumed. The E-mail message field is required. American Concrete Institute P. Allow this favorite library to be seen by others Keep this favorite library private. A data bank including approximately 1, European and American tests was evaluated. Please verify that you are not a robot. Your list has reached the maximum number of items. Ack libraries that hold this item Find a copy in the library Finding libraries that hold this Concrete construction — Standards — United States.

Views Read Edit View history. Concrete cone is one of the failure modes of anchors in concreteloaded by a tensile force. TOP 10 Related.

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349-13: Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary

Dikeou and David W. In the following decade and a half, there has been significantly greater understanding and appreciation of the role of polymers in concrete construction, and extensive research and wide ranging applications have been achieved. Four international Congresses have been held with the fifth due to be held in Brighton in September this year, with the emphasis on production, performance and potential. The present volume, special publication SP, contains the papers presented at the symposium held at the Fall Convention in Kansas City, Missouri. There are 17 papers included in this volume, covering all the three major forms of the use of polymers in concrete- polymer concrete, polymer modified concrete and polymer impregnated concrete. There are seven papers devoted to polymer modified concrete and four to polymer impregnated concrete. Six papers discuss various applications, whilst the rest describe new developments, material properties, and structural behaviour.

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ACI 349-85 PDF

The tension failure loads predicted by the CCD method fits experimental results over a acii range of embedment depth e. Anchors In Concrete Structures. The authors note that current design methods ACI and concrete capacity design [CCD] overpredicted the pullout capacity as governed by concrete failure. Remember me on this computer. The model is based on fracture mechanics theory and takes into account the size effectparticularly for the factor h e f 1. For large head size, the bearing pressure in the bearing zone diminishes.

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