Published February 1, 2019 | Version v1
Journal article Metadata-only

Buckling Resistance of Reinforcing Bars Made of Steel without Distinctive Yield Stress

Creators

  • 1. University of Zielona Gora, Licealna 9, 65-417 Zielona Gora (Poland)

Description

The article presents the results of experimental research concerning inelastic buckling of reinforcing bars made of steel without distinctive yield stress. Research has shown that the buckling capacity of these reinforcing bars depends in a significant way on their slenderness. The buckling resistance of the bars, depending on their slenderness, may be greater or lower than the yield stress. (paper)

Availability note (English)

Available from http://dx.doi.org/10.1088/1757-899X/471/5/052024

Additional details

Identifiers

DOI
10.1088/1757-899X/471/5/052024;

Publishing Information

Journal Title
IOP Conference Series. Materials Science and Engineering (Online)
Journal Volume
471
Journal Issue
5
Journal Page Range
[6 p.]
ISSN
1757-899X

Conference

Title
3. World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium
Acronym
WMCAUS 2018
Dates
18-22 Jun 2018
Place
Prague (Czech Republic)

INIS

Country of Publication
United Kingdom
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
52107955
Subject category
S42: ENGINEERING;
Resource subtype / Literary indicator
Conference
Descriptors DEI
BUCKLING; CAPACITY; STEELS; STRESSES; YIELDS
Descriptors DEC
ALLOYS; CARBON ADDITIONS; IRON ALLOYS; IRON BASE ALLOYS; TRANSITION ELEMENT ALLOYS