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

3rd World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium

土木建筑工程;文学

Korentz, Jacek^1 ; Kucharczyk, Anna^1 ; Urbanska, Krystyna^1

University of Zielona Gora, Licealna 9, Zielona Gora

65-417, Poland^1

关键词: Buckling capacity;    Buckling resistance;    Experimental research;    Inelastic buckling;    Reinforcing bar;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/471/5/052024/pdf
DOI  :  10.1088/1757-899X/471/5/052024

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

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.