A generalization of the fatigue Kohout-Vechet model for several fatigue damage parameters

被引:74
作者
Correia, J. A. F. O. [1 ,2 ]
Raposo, P. [1 ,2 ]
Muniz-Calvente, M. [3 ]
Blason, S. [3 ]
Lesiuk, G. [4 ]
De Jesus, A. M. P. [1 ,2 ]
Moreira, P. M. G. P. [1 ,2 ]
Calcada, R. A. B. [1 ,2 ]
Canteli, A. F. [3 ]
机构
[1] Univ Porto, INEGI, Rua Dr Roberto Frias,Campus FEUP, P-4200465 Oporto, Portugal
[2] Univ Porto, CONSTRUCT, Fac Engn, Rua Dr Roberto Frias,Campus FEUP, P-4200465 Oporto, Portugal
[3] Univ Oviedo, Dept Construct & Mfg Engn, Campus Viesques, Gijon 33203, France
[4] Wroclaw Univ Technol, Dept Mech Mat Sci & Engn, Fac Mech Engn, Smoluchowskiego 25, PL-50370 Wroclaw, Poland
关键词
Fatigue; Wohler curve; Fatigue damage parameter; Kohout-Vechet model; PROBABILISTIC MODEL; LIFE ESTIMATION; STRAIN-ENERGY; STEEL; CURVES; BRIDGE;
D O I
10.1016/j.engfracmech.2017.06.009
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A new proposal of generalization of the fatigue Kohout-Vechet (KV) model for different fatigue damage parameters is proposed. The purpose of this generalized model is to describe all fatigue regimes from very low-cycle fatigue (VLCF) to very high-cycle fatigue (VHCF), and accounting for several fatigue damage parameters, such as, strain parameter, Smith-Watson-Topper (SWT) parameter, Walker-like strain parameter, energy-based parameter in uniaxial loading conditions, among others. The full range of fatigue life responses for all loading regimes of materials and structural components are extremely important in the fatigue design. Engineering structures are subjected to different types of loading that cause fatigue failure. These loadings can range from quasi-static monotonic loading to long term dynamic/ cyclic loading. In this paper, a proposal of generalization of the KV model for several fatigue damage parameters was verified and compared with experimental fatigue results under uniaxial loading conditions available in literature. This study validates the importance and applicability of full range fatigue life models for different damage parameters in fatigue life prediction of materials and structural components. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:284 / 300
页数:17
相关论文
共 54 条
[1]   Assessment of fatigue crack growth data available for materials from Portuguese bridges based on UniGrow model [J].
Abdullah, N. Nik ;
Correia, Jose F. O. ;
de Jesus, Abilio M. P. ;
Hafezi, Mohammad Hadi ;
Abdullah, S. .
11TH INTERNATIONAL CONFERENCE ON THE MECHANICAL BEHAVIOR OF MATERIALS (ICM11), 2011, 10
[2]  
Adasooriya Nirosha D., 2016, Case Studies in Structural Engineering, V6, P1, DOI 10.1016/j.csse.2016.04.002
[3]   Remaining fatigue life estimation of corroded bridge members [J].
Adasooriya, N. D. ;
Siriwardane, S. C. .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2014, 37 (06) :603-622
[4]   Fatigue life prediction based on crack growth analysis using an equivalent initial flaw size model: Application to a notched geometry [J].
Alves, A. S. F. ;
Sampayo, L. M. C. M. V. ;
Correia, J. A. F. O. ;
De Jesus, A. M. P. ;
Moreira, P. M. G. P. ;
Tavares, P. J. S. .
ICSI 2015 THE 1ST INTERNATIONAL CONFERENCE ON STRUCTURAL INTEGRITY FUNCHAL, 2015, 114 :730-737
[5]  
*AM BUR SHIPP, 2003, GUID FAT ASS OFFSH S
[6]  
[Anonymous], 1943, NACATN902
[7]  
[Anonymous], 1954, TN2933 NACA
[8]  
[Anonymous], 1998, Annual book of ASTM standards, P557
[9]  
[Anonymous], 1995, AASHTO LRFD: bridge design specification
[10]  
[Anonymous], 2004, ANN BOOK ASTM STAND, V3, P01