Examples of stress hardening and softening in three-dimensional beams

Keith MacBain; Ala Saadeghvaziri; W. R. Spillers

doi:10.1061/(ASCE)0733-9445(1999)125:9(1073)

Examples of stress hardening and softening in three-dimensional beams

Keith MacBain
, Ala Saadeghvaziri
, W. R. Spillers

Civil and Environmental Engineering

Research output: Contribution to journal › Article › peer-review

1 Scopus citations

Abstract

This note describes some interactions that can occur between stress resultants in elastic, three-dimensional structures when geometric (beam-column) nonlinearities are considered. These effects generalize the well-known two-dimensional effect of the axial load upon bending stiffness when beam-column theory is employed. Material nonlinearities are not considered.

Original language	English (US)
Pages (from-to)	1073-1075
Number of pages	3
Journal	Journal of Structural Engineering
Volume	125
Issue number	9
DOIs	https://doi.org/10.1061/(ASCE)0733-9445(1999)125:9(1073)
State	Published - Sep 1999

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Building and Construction
General Materials Science
Mechanics of Materials
Mechanical Engineering

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10.1061/(ASCE)0733-9445(1999)125:9(1073)

Cite this

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abstract = "This note describes some interactions that can occur between stress resultants in elastic, three-dimensional structures when geometric (beam-column) nonlinearities are considered. These effects generalize the well-known two-dimensional effect of the axial load upon bending stiffness when beam-column theory is employed. Material nonlinearities are not considered.",

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N2 - This note describes some interactions that can occur between stress resultants in elastic, three-dimensional structures when geometric (beam-column) nonlinearities are considered. These effects generalize the well-known two-dimensional effect of the axial load upon bending stiffness when beam-column theory is employed. Material nonlinearities are not considered.

AB - This note describes some interactions that can occur between stress resultants in elastic, three-dimensional structures when geometric (beam-column) nonlinearities are considered. These effects generalize the well-known two-dimensional effect of the axial load upon bending stiffness when beam-column theory is employed. Material nonlinearities are not considered.

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Examples of stress hardening and softening in three-dimensional beams

Abstract

All Science Journal Classification (ASJC) codes

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