BUCKLING OF RE-INFORCED ANISOTROPIC CYLINDRICAL SHELL WITH RINGS AND STRINGERS WITHOUT SHEAR LOAD
Author(s):
DR S BANIK, Dr Susmita Paul, Dr Sangita Das , Dr Jayanta chakraborty
Keywords:
Abstract
Solution of buckling of cylindrical shells in case of isotropic material is known from the literature on shells e.g. Flugge[1] (1973). An isotropic shell consists of composite materials such as Boron epoxy, re-inforced plastics and whiskers. They are used in many advanced structural applications and quite often in cylindrical shells. Buckling problem of an isotropic cylindrical shells has occupied the interest of many researchers such as Tasi[2] , Cheng & Kuenzi[3] , Hess T.E[4], Thielemann, Schnell and Fisher[5], Tasi, Fellmann and Strang[6], Cheng & Ho[7,8], Lie and Cheng[9], De,A[10-14]. The object of this paper is to formulate the differential equation for re-inforced anisotropic cylindrical shell of uniform thickness re-inforced by closely spaced rings or stringers or both. The corresponding solution of the differential equation so formulated is found out for shells without shear-load in the case of two-way compression.
Article Details
Unique Paper ID: 159508

Publication Volume & Issue: Volume 9, Issue 12

Page(s): 108 - 116
Article Preview & Download


Share This Article

Conference Alert

NCSST-2021

AICTE Sponsored National Conference on Smart Systems and Technologies

Last Date: 25th November 2021

SWEC- Management

LATEST INNOVATION’S AND FUTURE TRENDS IN MANAGEMENT

Last Date: 7th November 2021

Go To Issue



Call For Paper

Volume 10 Issue 1

Last Date for paper submitting for March Issue is 25 June 2023

About Us

IJIRT.org enables door in research by providing high quality research articles in open access market.

Send us any query related to your research on editor@ijirt.org

Social Media

Google Verified Reviews

Contact Details

Telephone:6351679790
Email: editor@ijirt.org
Website: ijirt.org

Policies