scispace - formally typeset
Open AccessBook

Theory of elasticity

TLDR
The theory of the slipline field is used in this article to solve the problem of stable and non-stressed problems in plane strains in a plane-strain scenario.
Abstract
Chapter 1: Stresses and Strains Chapter 2: Foundations of Plasticity Chapter 3: Elasto-Plastic Bending and Torsion Chapter 4: Plastic Analysis of Beams and Frames Chapter 5: Further Solutions of Elasto-Plastic Problems Chapter 6: Theory of the Slipline Field Chapter 7: Steady Problems in Plane Strain Chapter 8: Non-Steady Problems in Plane Strain

read more

Citations
More filters
Journal ArticleDOI

Trapping and wiggling: elastohydrodynamics of driven microfilaments.

TL;DR: An analysis of the planar motion of single semiflexible filaments subject to viscous drag or point forcing of biopolymer bending moduli is presented and a reanalysis of several published experiments on microtubules is presented.
Journal ArticleDOI

Damage assessment in reinforced concrete using spectral and temporal nonlinear vibration techniques

TL;DR: In this article, both linear and nonlinear (amplitude-dependent) acoustical experiments are performed on a reinforced concrete (RC) beam in which damage is gradually induced by means of static loading tests.
Journal ArticleDOI

Constituent properties of HMX needed for mesoscale simulations

TL;DR: In this article, constitutive properties of the explosive HMX needed for mesoscale simulations are discussed and experimental data reviewed, and results from molecular dynamics simulations of some p....
Journal ArticleDOI

Interfacial bonding characteristics of nanotube/polymer composites

TL;DR: In this paper, the stress transfer properties between single/multi-walled nanotubes and polymer matrix are theoretically studied through the uses of local density approximation, elastic shells and conventional fibre pullout models.
Journal ArticleDOI

Microrheological modeling of weakly aggregated dispersions

TL;DR: In this article, a microrheological model of aggregating dispersions is proposed in which the shear stress is estimated as the sum of hydrodynamic and structural parts.