scispace - formally typeset
Open Access

Description of Stress-Strain Curves by Three Parameters

Reads0
Chats0
TLDR
In this paper, a simple formula is suggested for describing the stress-strain curve in terms of three parameters; namely, Young's modulus and two secant yield strengths.
Abstract
A simple formula is suggested for describing the stress-strain curve in terms of three parameters; namely, Young's modulus and two secant yield strengths. Dimensionless charts are derived from this formula for determining the stress-strain curve, the tangent modulus, and the reduced modulus of a material for which these three parameters are given. Comparison with the tensile and compressive data on aluminum-alloy, stainless-steel, and carbon-steel sheet in NACA Technical Note No. 840 indicates that the formula is adequate for most of these materials. The formula does not describe the behavior of alclad sheet, which shows a marked change in slope at low stress. It seems probable that more than three parameters will be necessary to represent such stress-strain curves adequately.

read more

Content maybe subject to copyright    Report

Citations
More filters
Journal ArticleDOI

Restoring force model for modular prefabricated steel-reinforced concrete column to H-shaped steel beam composite joints

TL;DR: In this article, a trilinear skeleton curve model for MPSC joint was proposed through numerical regression analysis and the proposed model was calibrated by comparing the finite element models. But the model showed high accuracy and was applied to the design of MPSS joints.
Journal ArticleDOI

Cyclic performance of beam–column joints with extended column fixed at base. Part I: experimental investigation

TL;DR: In this article, the seismic performance of a non-seismically detailed reinforced concrete (RC) beam-column joint with column pinned and fixed at the base is experimentally investigated.
Journal ArticleDOI

Numerical investigation of residual ultimate strength of dented metallic pipes subjected to pure bending

TL;DR: In this paper, the residual ultimate strength of dented metallic pipes subjected to a bending moment is quantitatively investigated and an empirical formula with respect to ld and dd has been proposed for the prediction of bending moment, which can be deployed for practical purposes.
Journal ArticleDOI

Mechanical Behavior of 316L Stainless Steel after Strain Hardening

Kaishang Li, +1 more
TL;DR: In this article, the effects of strain hardening on the mechanical behavior of 316L stainless steel were studied, and the Ramberg-Osgood equation was used to predict the stress-strain curves after strain-hardening.
Journal ArticleDOI

The influence of assembly friction stir weld location on wing panel static strength

TL;DR: In this article, the impact of weld joint location on stiffened panel static strength was investigated using finite element simulations and mechanical tests. And the analysis demonstrates limited impact on panel collapse strength when an optimised welding process is employed.