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Featured researches published by J.P. Dwivedi.


International Scholarly Research Notices | 2013

Springback Analysis in Sheet Metal Forming Using Modified Ludwik Stress-Strain Relation

Sanjay Kumar Patel; Radha Krishna Lal; J.P. Dwivedi; V.P. Singh

This paper deals with the springback analysis in sheet metal forming using modified Ludwik stress-strain relation. Using the deformation theory of plasticity, formulation of the problem and spring back ratio is derived using modified Ludwik stress strain relationship with Tresca and von Mises yielding criteraia. The results have been representing the effect of different value of or ratio, different values of Strain hardening index (), Poisson’s ratio (), and thickness on spring back ratio (). The main aim of this paper is to study the effects of the thickness, ratio, and Poisson’s ratio in spring back ratio.


Journal of Applied Mechanics and Technical Physics | 2016

Springback analysis in sheet metal forming by using the Ramberg–Osgood stress–strain relation

Radha Krishna Lal; M. K. Bhagat; J.P. Dwivedi; Virendra Singh; S. K. Patel

The Ramberg–Osgood stress–strain relation is used to perform a theoretical springback analysis in the problem of bending of a narrow rectangular strip made of a strain-hardening material. The maximum strip thickness is 5 mm, and its length is significantly greater than the thickness. Based on the elasticity and plasticity deformation theory and also on the Tresca and von Mises yield criteria, an expression for the springback ratio is derived. The springback ratio depends on the ratio of the yield stress to Young’s modulus, Poisson’s ratio, strain hardening coefficient, and sheet thickness.


Engineering Computations | 2016

Springback analysis of channel cross-sectioned bar of work-hardening materials under torsional loading

Radha Krishna Lal; Vikas Kumar Choubey; J.P. Dwivedi; V.P. Singh

Purpose The purpose of this paper is to deal with the springback problems of channel cross-section bars of linear and non-linear work-hardening materials under torsional loading. Using the deformation theory of plasticity, a numerical scheme based on the finite difference approximation has been proposed. The growth of the elastic-plastic boundary and the resulting stresses while loading, and the springback and the residual stresses after unloading are calculated. Design/methodology/approach The numerical method which has been described in this paper for obtaining the solution of elasto-plastic solution can also be used for other sections. The only care that needs to be taken is to decrease the mesh size near points of stress concentration. The advantage of this technique is that it automatically takes care of all plastic zones developing over the section at different loads and gives a solution satisfying the elastic and plastic torsion equations in their respective regions. Findings As expected, elastic recovery is found to be more with decreasing values of n and λ. The difference in springback becomes more and more with increasing values of angle of twist. The material will approach an elastic ideally plastic behavior with increasing values of λ and n. Originality/value It seems that no attempt has been made to study residual stresses in elasto-plastic torsion of a work-hardening material for a channel cross-section.


International Scholarly Research Notices | 2013

Analysis of Transient Dynamic Behaviour of Spherical Cavity in Viscoelastic Soil Medium

J.P. Dwivedi; V.P. Singh; Radha Krishna Lal

Stress, displacement, and pore pressure of a partially sealed spherical cavity in viscoelastic soil condition have been obtained in Laplace transform domain. Solutions of axisymmetric surface load and fluid pressure are derived.


Advances in Mechanical Engineering | 2013

Dynamic Analysis of Shear Flows over a Porous Medium in a Cylindrical Tube

J.P. Dwivedi; V.P. Singh; Radha Krishna Lal

Dynamic responses of a viscous fluid flow introduced under a time dependent pressure gradient in a rigid cylindrical tube subject to deformable porous surface layer have been investigated. The coupling effect of the fluid movement and the deformation of the porous medium in Laplace transform space have been studied. Governing equations are simplified for the solid displacement and the fluid velocity in the porous layer. Using Durbins algorithm, in transformed domain analytic solutions are obtained, and time dependent variables are considered. Interaction between the solid and the fluid phases in the porous layer and its effects on fluid flow in tube are investigated under steady and unsteady flow conditions when the solid phase is either rigid or deformable. Significant effects of the porous surface layer on the flow in the tube have been observed.


Structural Engineering and Mechanics | 1999

Non-axisymmetric dynamic response of buried orthotropic cylindrical shells under moving load

V.P. Singh; J.P. Dwivedi; P.C. Upadhyay


Journal of Sound and Vibration | 1993

Non-Axisymmetric Dynamic Response Of Imperfectly Bonded Buried Fluid-Filled Orthotropic Cylindrical Shells Due To Incident Shear Wave

J.P. Dwivedi; V.P. Singh; P.C. Upadhyay


Materials Today: Proceedings | 2015

Study of Residual Stresses in I Sectioned Bars of Non-Linear Work-Hardening Materials Under Torsion

Sandeep Dwivedi; Radha Krishna Lal; Vikas Kumar Choubey; J.P. Dwivedi; Virendra Singh; S.K. Shah


Materials Today: Proceedings | 2017

The Effect of Residual Stress on Fatigue crack growth rate in AISI 304LN Stainless Steel

Amit Prakash; H.N. Bar; S. Sivaprasad; S. Tarafder; J.P. Dwivedi


Materials Today: Proceedings | 2017

A Comprehensive Study of the Different Parameters of Solar Still

Radha Krishna Lal; Shubham Mishra; J.P. Dwivedi; Harshit Dwivedi

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Radha Krishna Lal

Madan Mohan Malaviya University of Technology

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Virendra Singh

Indian Institute of Technology Bombay

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Shravan Kumar

Madan Mohan Malaviya University of Technology

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P.C. Upadhyay

Banaras Hindu University

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Pradeep Kumar

Indian Institute of Technology Roorkee

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Sanjeev K. Srivastava

Indian Institute of Technology Kharagpur

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Amit Prakash

Council of Scientific and Industrial Research

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Anurag Yadav

Madan Mohan Malaviya University of Technology

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H.N. Bar

Council of Scientific and Industrial Research

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