EXPERIMENTAL STUDY ON FAILURE MODES OF STEEL TENSION MEMBERS DUE TO CHANGE IN CONNECTION ECCENTRICITY AND LENGTH

Madhav Kshirsagar , Dr. V. R. Rathi , Dr. P. K. Kolase

Tension member, Connection eccentricity, Connection length.

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.

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"EXPERIMENTAL STUDY ON FAILURE MODES OF STEEL TENSION MEMBERS DUE TO CHANGE IN CONNECTION ECCENTRICITY AND LENGTH", IJSDR - International Journal of Scientific Development and Research (www.IJSDR.org), ISSN:2455-2631, Vol.3, Issue 9, page no.171 - 175, September-2018, Available :https://ijsdr.org/papers/IJSDR1809024.pdf

Volume 3 Issue 9, September-2018

Pages : 171 - 175

Paper Reg. ID: IJSDR_180657

Published Paper Id: IJSDR1809024

Downloads: 000346998

Research Area: Engineering

Country: Ahmednagar, Maharashtra, India

Published Paper PDF: https://ijsdr.org/papers/IJSDR1809024

Published Paper URL: https://ijsdr.org/viewpaperforall?paper=IJSDR1809024

ISSN: 2455-2631 | IMPACT FACTOR: 9.15 Calculated By Google Scholar | ESTD YEAR: 2016

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 9.15 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Publisher: IJSDR(IJ Publication) Janvi Wave

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