Effects of weld strength mismatch on estimation procedures for J and CTOD fracture parameters using SE(B) specimens

被引:0
|
作者
Donato, Gustavo H. B. [1 ]
Ruggleri, Claudio [1 ]
机构
[1] Univ Sao Paulo, Dept Naval Architecture & Ocean Engn, BR-05508900 Sao Paulo, Brazil
关键词
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This work presents an exploratory development of J and CTOD estimation procedures for welded fracture specimens under bending based upon plastic eta factors and plastic rotation factors. The techniques considered include: i) estimating J and CTOD from plastic work and ii) estimating CTOD from the plastic rotational factor. The primary objective is to gain additional understanding on the effect of weld strength mismatch on estimation techniques to determine J and CTOD fracture parameters for a wide range of a/W-ratios and mismatch levels. Very detailed non-linear finite element analyses for plane-strain models of SE(B) fracture specimens with center cracked, square groove welds provide the evolution of load with increased load-line displacement and crack mouth opening displacement which are required for the estimation procedure. The results show that levels of weld strength mismatch within the range +/- 20% mismatch do not affect significantly J and CTOD estimation expressions applicable to homogeneous materials, particularly for deeply cracked fracture specimens. The present analyses, when taken together with previous studies, provide a fairly extensive body of results which serve to determine parameters J and CTOD for different materials using bend specimens with varying geometries and mismatch levels.
引用
收藏
页码:355 / 364
页数:10
相关论文
共 50 条
  • [21] J and CTOD estimation for homogeneous and bi-material fracture toughness testing specimens
    Kim, YJ
    Lee, H
    KSME INTERNATIONAL JOURNAL, 2001, 15 (08): : 1079 - 1089
  • [22] J and CTOD estimation for homogeneous and Bi-material fracture toughness testing specimens
    Yun-Jae Kim
    Hyungyil Lee
    KSME International Journal, 2001, 15 : 1079 - 1089
  • [23] Revised eta-Factors and J-CTOD Relationships for SE(B) Fracture Specimens Including 3D Effects and Implications for Fracture Toughness Measurements
    de Souza, Rodolfo F.
    Ruggieri, Claudio
    MATERIALS PERFORMANCE AND CHARACTERIZATION, 2015, 4 (02) : 34 - 54
  • [24] APPLICABILITY OF PLASTIC ETA FACTOR SOLUTIONS IN J ESTIMATION PROCEDURES FOR TENSILE SE(T) FRACTURE SPECIMENS
    Ruggieri, Claudio
    PROCEEDINGS OF THE ASME INTERNATIONAL PIPELINE CONFERENCE 2010, VOL 4, 2010, : 245 - +
  • [25] IMPROVED J AND CTOD ESTIMATION FORMULAS FOR C(T) FRACTURE SPECIMENS INCLUDING OVERMATCHED WELDMENTS
    Savioli, Rafael G.
    Ruggieri, Claudio
    PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE, VOL 3: DESIGN AND ANALYSIS, 2012, : 429 - 438
  • [26] FEA investigations into the effects of geometry and tensile properties on J and CTOD in standard fracture specimens
    Wei, Liwu
    Pisarski, Henryk G.
    ENGINEERING STRUCTURAL INTEGRITY: RESEARCH, DEVELOPMENT AND APPLICATION, VOLS 1 AND 2, 2007, : 824 - 828
  • [27] EFFECTS OF CRACK FRONT CURVATURE ON J AND CTOD DETERMINATION IN FRACTURE TOUGHNESS SPECIMENS BY FEA
    Hutchison, Emily K.
    Pisarski, Henryk G.
    PROCEEDINGS OF THE ASME 32ND INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING - 2013, VOL 3, 2013,
  • [28] On the experimental estimation of CTOD fracture parameter using SE(T) specimens based upon only one clip gauge measurement
    Silvestre, Marcus Nathan
    Hertele, Stijn
    Sarzosa, Diego F. B.
    ENGINEERING FRACTURE MECHANICS, 2021, 253
  • [29] FURTHER INSIGHTS ON THE RELATIONSHIP BETWEEN J AND CTOD FOR SE(B) AND SE(T) SPECIMENS INCLUDING DUCTILE CRACK PROPAGATION
    Sarzosa, Diego F. B.
    Ruggieri, Claudio
    ASME PRESSURE VESSELS AND PIPING CONFERENCE - 2015, VOL 6B, 2015,
  • [30] CRACK GROWTH TESTING OF AN X80 PIPELINE GIRTH WELD USING SE(T) AND SE(B) FRACTURE SPECIMENS
    Mathias, Leonardo L. S.
    Burgos, Diego F. S.
    Donato, Gustavo H. B.
    Paredes, Marcelo
    Ruggieri, Claudio
    PROCEEDINGS OF THE ASME 31ST INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2012, VOL 6, 2012, : 43 - 53