On dimensionless numbers for dynamic plastic response of structural members

Q. M. Li; N. Jones

doi:10.1007/s004199900072

On dimensionless numbers for dynamic plastic response of structural members

Q. M. Li
, N. Jones

University of Liverpool

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

84 Citations (Scopus)

Abstract

A dimensional analysis is reported for the dynamic plastic response and failure of structural members, which includes material strain hardening, strain rate and temperature effects. Critical shear failure conditions are also discussed based on the dimensional analysis results. It is shown that the response number R_n proposed in [3], is an important independent dimensionless number for the dynamic plastic bending and membrane response of structural members. However, additional dimensionless numbers are necessary when transverse shear, strain hardening, strain rate, and temperature effects are important.

Original language	English
Pages (from-to)	245-254
Number of pages	10
Journal	Archive of Applied Mechanics
Volume	70
Issue number	4
DOIs	https://doi.org/10.1007/s004199900072
Publication status	Published - May 2000
Externally published	Yes

Keywords

Beams
Circular plates
Dimensional analysis
Dynamic plastic response

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10.1007/s004199900072

Cite this

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abstract = "A dimensional analysis is reported for the dynamic plastic response and failure of structural members, which includes material strain hardening, strain rate and temperature effects. Critical shear failure conditions are also discussed based on the dimensional analysis results. It is shown that the response number Rn proposed in [3], is an important independent dimensionless number for the dynamic plastic bending and membrane response of structural members. However, additional dimensionless numbers are necessary when transverse shear, strain hardening, strain rate, and temperature effects are important.",

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AU - Jones, N.

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AB - A dimensional analysis is reported for the dynamic plastic response and failure of structural members, which includes material strain hardening, strain rate and temperature effects. Critical shear failure conditions are also discussed based on the dimensional analysis results. It is shown that the response number Rn proposed in [3], is an important independent dimensionless number for the dynamic plastic bending and membrane response of structural members. However, additional dimensionless numbers are necessary when transverse shear, strain hardening, strain rate, and temperature effects are important.

KW - Beams

KW - Circular plates

KW - Dimensional analysis

KW - Dynamic plastic response

UR - https://www.scopus.com/pages/publications/0001609352

U2 - 10.1007/s004199900072

DO - 10.1007/s004199900072

M3 - Article

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SP - 245

EP - 254

JO - Archive of Applied Mechanics

JF - Archive of Applied Mechanics

IS - 4

ER -

On dimensionless numbers for dynamic plastic response of structural members

Abstract

Keywords

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