examination and testing of crane beams of an overflow dam

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ID: 225699
2012
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Abstract
The following conclusions were made upon completion of the testing of crane beams: The lowest rigidity is demonstrated by welded beams exposed to temporary mobile loads; the maximal buckling caused by temporary mobile loads is equal to 12 mm, or 1/1,1790 of the span; the rigidity of crane beams of an overflow dam meets the requirements set by Section E2.1 of Construction Rules 20.13330.2011 "Loads and Actions". In general, the authors state that the crane beams of the span structure of the overflow dam are in a serviceable operating condition, according to their opinion issued upon completion of examination and testing procedures. The recommendation is to regularly tighten screw nuts and to install high-strength bolts in the points of missing rivets. The authors also recommend applying a rust-proofing coating to all metal structures of the dam spans.
Reference Key
serafimovich2012vestnikexamination Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors ;Kholopov Igor' Serafimovich;Zubkov Vladimir Aleksandrovich;Khurtin Vladimir Anatol'evich
Journal PsyCh journal
Year 2012
DOI
DOI not found
URL
http://vestnikmgsu.ru/files/archive/issues/2012/7/ru/17.pdf
Keywords
testing

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