Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/11062
Title: | Wall armor pullout testing |
Authors: | United States. Army. Corps of Engineers. St. Louis District McDonald, Willie E. |
Keywords: | Anchor straps Boundaries (failure) Cracking Deterioration Failure cone Headed studs Locks Lockwall armor assemblies Pullout resistance Rupture Tensile testing |
Publisher: | Structures Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; SL-88-5. |
Description: | Miscellaneous Paper Abstract: This report is the result of a full-scale pullout test program performed for the purpose of providing comparative data on the pullout resistance of headed stud versus anchor strap designs of wall armor assemblies used in concrete locks. A total of eight wall armor assemblies were fabricated and embedded into concrete specimens during this test program. Thirteen pullout tests were performed with the two different designs of wall armor assemblies. The anchor strap designs exhibited the highest pullout resistance. Test results indicated that the anchor strap assemblies distributed stress over larger areas of the concrete specimens, thereby resisting greater loadings. |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/11062 |
Appears in Collections: | Miscellaneous Paper |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
MP-SL-88-5.pdf | 4.54 MB | Adobe PDF | View/Open |