Purpose: The purpose of the present paper is to investigate the nonconservative instability of a single-walled carbon nanotube (SWCNT) with an added mass through nonlocal theories. The governing equations are discretized by means of the differential quadrature (DQ) rules, as introduced by Bellman and Casti. DQ rules have been largely used in engineering and applied sciences. Recently, they were applied to enhance some numerical schemes, such as step-by-step integration schemes and Picard-like numerical schemes. Design/methodology/approach: In the present paper, the DQ rules are used to investigate the nonconservative instability of a SWCNT through nonlocal theories. Findings: To show the sensitivity of the SWCNT to the values of added mass ...
This paper examines the nonlinear size-dependent behaviour of single-walled carbon nanotubes (SWCNTs...
A high-order nonlocal continuum beam model is proposed, which can be applied to study the transverse...
Poorly designed structures buckle under the action of an unbearable axial force, self-weight or a co...
Purpose: The purpose of the present paper is to investigate the nonconservative instability of a sin...
Here, we consider the free vibration of a tapered beam modeling nonuniform single-walled carbon nano...
Here, we consider the free vibration of a tapered beam modeling nonuniform single-walled carbon nano...
In the present paper, the non-conservative instability of a cantilever single-walled carbon nanotube...
In the present paper free vibrations of embedded single-walled carbon nanotubes based on local Euler...
In this article, free vibration of SingleWalled Carbon Nanotube (SWCNT) resting on exponentially var...
This manuscript investigates the bending vibration dynamic of a single walled carbon nanotube (SWCNT...
The present paper deals with the free vibration analysis of single-walled carbon nanotube in an elas...
Nonlinear free vibration of single-walled carbon nanotubes (SWCNTs) is studied in this paper based o...
AbstractBased on the nonlocal Bernoulli–Euler and Timoshenko beam theories, the dynamic stability of...
This paper presents an analytical formulation of nonlocal elasticity theory for the buckling analysi...
AbstractThe paper investigates the effects of application of nonlocal elasticity theory on electrome...
This paper examines the nonlinear size-dependent behaviour of single-walled carbon nanotubes (SWCNTs...
A high-order nonlocal continuum beam model is proposed, which can be applied to study the transverse...
Poorly designed structures buckle under the action of an unbearable axial force, self-weight or a co...
Purpose: The purpose of the present paper is to investigate the nonconservative instability of a sin...
Here, we consider the free vibration of a tapered beam modeling nonuniform single-walled carbon nano...
Here, we consider the free vibration of a tapered beam modeling nonuniform single-walled carbon nano...
In the present paper, the non-conservative instability of a cantilever single-walled carbon nanotube...
In the present paper free vibrations of embedded single-walled carbon nanotubes based on local Euler...
In this article, free vibration of SingleWalled Carbon Nanotube (SWCNT) resting on exponentially var...
This manuscript investigates the bending vibration dynamic of a single walled carbon nanotube (SWCNT...
The present paper deals with the free vibration analysis of single-walled carbon nanotube in an elas...
Nonlinear free vibration of single-walled carbon nanotubes (SWCNTs) is studied in this paper based o...
AbstractBased on the nonlocal Bernoulli–Euler and Timoshenko beam theories, the dynamic stability of...
This paper presents an analytical formulation of nonlocal elasticity theory for the buckling analysi...
AbstractThe paper investigates the effects of application of nonlocal elasticity theory on electrome...
This paper examines the nonlinear size-dependent behaviour of single-walled carbon nanotubes (SWCNTs...
A high-order nonlocal continuum beam model is proposed, which can be applied to study the transverse...
Poorly designed structures buckle under the action of an unbearable axial force, self-weight or a co...