A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The study was conducted to determine the effectiveness of various types of concrete anchorage devices. This was to be accomplished by comparing the axial pullout strengths of cast-in-place bolts and friction anchors. Static axial load tests were conducted on cast-in-place bolts, epoxied-in-place and grouted-in-place threaded rods, and seven types (five brands) of commercially available friction type concrete anchorage devices. Constant axial load tests were conducted on the epoxied-in-place threaded rods and all of the friction type anchors. Performance characteristics and test results for each type of anchorage device are discussed individually. (BPR abstract)
The study was conducted to determine the effectiveness of various types of concrete anchorage devices. This was to be accomplished by comparing the axial pullout strengths of cast-in-place bolts and friction anchors. Static axial load tests were conducted on cast-in-place bolts, epoxied-in-place and grouted-in-place threaded rods, and seven types (five brands) of commercially available friction type concrete anchorage devices. Constant axial load tests were conducted on the epoxied-in-place threaded rods and all of the friction type anchors. Performance characteristics and test results for each type of anchorage device are discussed individually. (BPR abstract)
Evaluation of Concrete Anchor Bolts
E. F. Nordlin (author)
1968
61 pages
Report
No indication
English
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