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EXPERIMENTAL STUDY ON FAILURE MODES OF STEEL TENSION MEMBERS DUE TO CHANGE IN CONNECTION ECCENTRICITY AND LENGTH
Authors Name:
Madhav Kshirsagar
, Dr. V. R. Rathi , Dr. P. K. Kolase
Unique Id:
IJSDR1809024
Published In:
Volume 3 Issue 9, September-2018
Abstract:
This paper presents a study of the examining the effects of connection eccentricity and connection length, on steel angle tension member fastened with bolted and welded connection. A total of twelve single angles with six of bolt connections and six of weld connections tested in tension on Universal Testing Machine. It is observed that specimens failed by partial section failure, net section failure, block shear failure, fracture of the cross section and failed in the weld and to calculate failure capacities and to plot the load versus deflection path.
"EXPERIMENTAL STUDY ON FAILURE MODES OF STEEL TENSION MEMBERS DUE TO CHANGE IN CONNECTION ECCENTRICITY AND LENGTH", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.3, Issue 9, page no.171 - 175, September-2018, Available :http://www.ijsdr.org/papers/IJSDR1809024.pdf
Downloads:
000223214
Publication Details:
Published Paper ID: IJSDR1809024
Registration ID:180657
Published In: Volume 3 Issue 9, September-2018
DOI (Digital Object Identifier):
Page No: 171 - 175
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631
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