Normal view MARC view ISBD view

Study of Equal Angle Subjected to Compression for Bolted end Connection

By: Bhilawe, Jyoti V.
Publisher: Kolkata Springer 2018Edition: Vol, 99(1), March.Description: 123-132p.Subject(s): Civil EngineeringOnline resources: Click Here In: Journal of the institution of engineers (India): Series ASummary: work presents the results of an experimental and analytical investigation of the buckling response of single angle and double angle closely spaced back to back for bolted connection. Equal angle was used with a range of maximum principal slenderness ratios to determine elastic and inelastic failure characteristics, including flexural torsional effects. A nonlinear finite element model applicable to steel single angle compression members eccentrically loaded through one leg has been developed using an existing finite element package. A finite element study was conducted to investigate the strength and behaviour of angle compression member. The finite element analysis was performed for angle as per experimental investigation. The results obtained by this study, emphasize the importance of the flexural–torsional buckling mode, especially in the inelastic range of behaviour for angle.
Tags from this library: No tags from this library for this title. Log in to add tags.
    average rating: 0.0 (0 votes)
Item type Current location Call number Status Date due Barcode Item holds
Articles Abstract Database Articles Abstract Database School of Engineering & Technology
Archieval Section
Not for loan 2021-2021611
Total holds: 0

work presents the results of an experimental and analytical investigation of the buckling response of single angle and double angle closely spaced back to back for bolted connection. Equal angle was used with a range of maximum principal slenderness ratios to determine elastic and inelastic failure characteristics, including flexural torsional effects. A nonlinear finite element model applicable to steel single angle compression members eccentrically loaded through one leg has been developed using an existing finite element package. A finite element study was conducted to investigate the strength and behaviour of angle compression member. The finite element analysis was performed for angle as per experimental investigation. The results obtained by this study, emphasize the importance of the flexural–torsional buckling mode, especially in the inelastic range of behaviour for angle.

There are no comments for this item.

Log in to your account to post a comment.

Click on an image to view it in the image viewer

Unique Visitors hit counter Total Page Views free counter
Implemented and Maintained by AIKTC-KRRC (Central Library).
For any Suggestions/Query Contact to library or Email: librarian@aiktc.ac.in | Ph:+91 22 27481247
Website/OPAC best viewed in Mozilla Browser in 1366X768 Resolution.

Powered by Koha