NDLI: Determination of effective anchorage length

Content Provider	IEEE Xplore Digital Library
Author	Yubao Zhan Chunan You
Copyright Year	2011
Description	Author affiliation: Dept. of Resources and Civil Engineering, Shandong University of Science & Technology, Tai'an, China (Yubao Zhan) \|\| College of Civil Engineering and Architecture, Shandong University of Science & Technology, Qingdao, China (Chunan You)
Abstract	Formula equation was obtained based on stress distribution on anchorage interface for calculating the anchorage length. The influence to anchorage length caused by factors such as load, property of reinforced rock-soil body and radius of anchorage body was analyzed. The results show that under same conditions, the harder the rock, the smaller the anchorage length and the softer the rock, the larger the anchorage length. The anchorage length increases with the increase of the radius of anchorage body and decreases with the decrease of the radius of anchorage body. The anchorage length is nearly not influenced by drawing force and Poisson's ratio. A formula equation was proposed for calculating effective anchorage length in view of various influencing factors, which was proven as practical by two case studies.
Starting Page	4917
Ending Page	4920
File Size	318789
Page Count	4
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5776296
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Anchorage body Power cables Stress distribution Effective anchorage length Rocks Concrete Geotechnical engineering Rough surfaces Stress Civil engineering Bars
Content Type	Text
Resource Type	Article

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