Flexure of Thick Fixed Beams Subjected to Varying Load using Shear Deformation Theory

Satish Sahebrao Manal

International Journal of Structural Engineering and Analysis

Flexure of Thick Fixed Beams Subjected to Varying Load using Shear Deformation Theory

Satish Sahebrao Manal

Abstract

A refined shear deformation theory for flexural analysis of thick beams, considering transverse shear deformation effects, is developed. The number of variables as in the first order shear deformation theory is kept in present theory. The important feature of present theory is that the transverse shear stresses can directly be obtained using constitutive relations. The theory does not demand shear correction factors. The principle of virtual work is used to obtain the governing differential equations and boundary conditions. To obtain the response of thick fixed beam subjected to varying loading the present theory applied and a general solution technique is developed to solve governing differential equations. The behavior of transverse shear stresses at the fixed ends is studied precisely by using equilibrium equation of theory of elasticity and in accordance with the refined shear deformation theories. The results of displacement and stresses are compared with those of elementary theory of beam bending, first order shear deformation theory, trigonometric shear deformation theory and hyperbolic shear deformation theory.

Full text

The full text of this article is available to subscribers.

On a subscribing campus you are let in by network address, with no login at all.

One-off purchase. Permanent access to this article, no account needed.

A year of online access to every article in International Journal of Structural Engineering and Analysis. Or choose several journals →

Article details

Flexure of Thick Fixed Beams Subjected to Varying Load using Shear Deformation Theory

Abstract

Read more of it

Publish your article

Abstract

Related articles

Assessment of M30 Concrete Compressive Strength Using Digital Rebound Hammer and Destructive Testing

Comparative Analysis of a G+29 RCC Building under Indian Wind Zones III, IV, and V Using Parametric BIM–FEM Integrated Workflow

Development of a Simplified Predictive Equation for Foundation Depth Using Soil and Load Parameters

THE EFFECT OF STAND OFF DISTANCE AND BLAST YIELD OVER STRUCTURE IN BLAST TEST

IoT-Based Real-Time Beam Deflection Monitoring for Structural Integrity

Analyze Effect Of Skew Angle On Performance of R.C Girder Bridge Deck

Read more of it

Publish your article