Fracture behaviour and numerical study of resistance spot welded joints in high-strength steel sheet*

被引:13
|
作者
Sadasue T. [1 ]
Igi S. [1 ]
Taniguchi K. [1 ]
Ikeda R. [1 ]
Oi K. [1 ]
机构
[1] JFE Steel Corporation, Tokyo
关键词
brittle fracture; cross-tension strength; ductile crack initiation; equivalent plastic strain; High-strength steel sheet; mode I stress intensity factor; Resistance spot welding;
D O I
10.1080/09507116.2016.1142187
中图分类号
学科分类号
摘要
Abstract: Cross tension tests of resistance spot welded joints with varying nugget diameter were carried out using 980 MPa high strength steel sheet of 1.6 mm thickness. In proportion, as nugget diameter increased from 3√t to 5√t (where t is thickness), cross tension strength (CTS) increased while fracture morphology simultaneously transferred from interface fracture to full plug fracture. In cases of interface fracture, circumferential crack initiation due to separation of the corona bond arose at an early stage of loading. The crack opening process without propagation was recognized until just before fracture and then the crack propagated to the nugget immediately in a brittle manner around CTS. In full plug fracture, main ductile crack initiation from the notch-like part at the end of sheet separation occurred with the sub-crack initiated at an early stage. The ductile crack propagated toward the HAZ and base material to form full plug fracture. The mode I stress intensity factor was considered as a suitable fracture parameter because the circumferential crack behaved pre-crack for brittle fracture in the nugget region at the final stage. Based on the FE analysis, the mode I stress intensity factor was calculated as 116 MPa √m at CTS as fracture toughness for the nugget. With respect to full plug fracture, ductile crack initiation behaviour from the notch-like part was expressed by concentration of equivalent plastic strain. On the assumption that the ductile crack arose in critical value of equivalent plastic strain, the value was calculated as 0.34 by FE analysis. Reasonable interpretation for interface fracture and full plug fracture in the resistance spot welded joint was proposed due to first crack initiation by stress concentration, brittle fracture by using mode I stress intensity factor, and ductile crack initiation by using equivalent plastic strain. © 2016 Informa UK Limited, trading as Taylor & Francis Group.
引用
收藏
页码:602 / 613
页数:11
相关论文
共 50 条
  • [41] CAPACITY OF FILLET WELDED JOINTS MADE OF ULTRA HIGH-STRENGTH STEEL
    Bjork, T.
    Toivonen, J.
    Nykanen, T.
    WELDING IN THE WORLD, 2012, 56 (3-4) : 71 - 84
  • [42] Capacity of Fillet Welded Joints Made of Ultra High-Strength Steel
    Timo Björk
    Joe Toivonen
    Timo Nykänen
    Welding in the World, 2012, 56 : 71 - 84
  • [43] SELECTION OF STEEL FOR HIGH-STRENGTH DRILLING PIPES WITH WELDED TOOL JOINTS
    GUZEVATAYA, LI
    NAVNYKO, PP
    WELDING PRODUCTION, 1978, 25 (01): : 17 - 19
  • [44] Fracture toughness of spot-welded steel joints
    Sevim, I
    KOVOVE MATERIALY-METALLIC MATERIALS, 2005, 43 (02): : 113 - 123
  • [45] Resistance spot repair welding of spot welded steel sheet
    Ghosh, PK
    Patel, VK
    MATERIALS AND MANUFACTURING PROCESSES, 2005, 20 (02) : 187 - 204
  • [46] Mechanical strength and fracture of resistance spot welded advanced high strength steels
    Spena, Pasquale Russo
    De Maddis, Manuela
    Lombardi, Franco
    XXIII ITALIAN GROUP OF FRACTURE MEETING, IGFXXIII, 2015, 109 : 450 - 456
  • [47] Numerical simulation on residual stress distribution of high-strength steel welded joints treated by ultrasonic impact
    Yuan K.-L.
    Sumi Y.
    Yang H.-T.
    Hong M.
    1600, China Ship Scientific Research Center (21): : 1009 - 1017
  • [48] EFFECT OF SHEET THICKNESS ON FRACTURE RESISTANCE OF HIGH-STRENGTH STEELS
    STOOP, J
    SULLIVAN, AM
    REPORT OF NRL PROGRESS, 1973, (AUG): : 41 - 43
  • [49] Ermüdungsfestigkeit hochfester StahlschweißverbindungenFatigue Strength of High-strength Welded Steel Joints
    Martin Leitner
    Michael Stoschka
    Markus Ottersböck
    David Simunek
    BHM Berg- und Hüttenmännische Monatshefte, 2015, 160 (1) : 9 - 14
  • [50] Combined effect of strength & sheet thickness on fatigue behaviour of resistance spot welded joint
    Ghosh, S.
    Pal, T. K.
    FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2010, 33 (09) : 562 - 574