Fatigue strength behaviour of stud-arc welded joints in load-carrying ship structures

被引:7
|
作者
Fricke, Wolfgang [1 ]
Tchuindjang, Didi Deflor [1 ]
机构
[1] Hamburg Univ Technol, Inst Ship Struct Design & Anal, Hamburg, Germany
关键词
Stud-arc welding; Fatigue strength; Bulb flat profile; Effective notch stress approach;
D O I
10.1007/s40194-013-0043-5
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
The application of stud-arc welding to cyclic loaded primary ship structures was investigated. Thereby M8- and M12 studs were welded on the bulb of Holland profiles using the drawn stud-arc welding with ceramic ferrules. Several fatigue tests were performed, varying the stiffener size, the stud diameter, its position on the bulb, the welding position, weld parameters, residual stress state and the static load in the stud. The obtained fatigue strength is above FAT 80 and only slightly affected by these factors. Hence, the investigated stud-arc welding can be applied at Holland profiles in primary ship structures, provided the quality criteria are met. In order to transfer the results to other geometries and load situations, the applicability of the effective notch stress approach was investigated. The corresponding finite element calculations using idealized weld shapes and a reference weld toe radius of 1 mm showed an insignificant influence of the weld geometry on the notch stress. The determined notch stresses for each test series was above the design S-N curve FAT 225 for the notch stress approach and make it also applicable to stud-arc welding. Further computations were performed using the real weld profile and the stress-averaging approach by Neuber, showing similar results.
引用
收藏
页码:495 / 506
页数:12
相关论文
共 50 条
  • [31] A boundary element analysis of misaligned load-carrying cruciform welded joints
    Lie, ST
    Lan, S
    INTERNATIONAL JOURNAL OF FATIGUE, 1998, 20 (06) : 433 - 439
  • [32] Effect of weld penetration on low-cycle fatigue strength of load-carrying cruciform joints
    Takeshi Hanji
    Kazuo Tateishi
    Yuko Ohashi
    Masaru Shimizu
    Welding in the World, 2020, 64 : 327 - 334
  • [33] Low-and High-Cycle Fatigue Behaviour of Load-Carrying Cruciform Joints Containing Incomplete Penetration and Strength Mismatch
    Takeshi Hanji
    Chitoshi Miki
    Kawin Saiprasertkit
    Welding in the World, 2012, 56 : 133 - 146
  • [34] Effect of weld penetration on low-cycle fatigue strength of load-carrying cruciform joints
    Hanji, Takeshi
    Tateishi, Kazuo
    Ohashi, Yuko
    Shimizu, Masaru
    WELDING IN THE WORLD, 2020, 64 (02) : 327 - 334
  • [35] Load-Carrying Capacity of High-Strength Joints.
    Marek, Pavel
    Meszaros, Ivan
    Stavebnicky casopis, 1982, 30 (08): : 633 - 646
  • [36] LOW- AND HIGH-CYCLE FATIGUE BEHAVIOUR OF LOAD-CARRYING CRUCIFORM JOINTS CONTAINING INCOMPLETE PENETRATION AND STRENGTH MISMATCH
    Hanji, T.
    Miki, C.
    Saiprasertkit, K.
    WELDING IN THE WORLD, 2012, 56 (5-6) : 133 - 146
  • [37] LOAD-CARRYING CAPACITY AND PRACTICAL DESIGN METHOD OF WELDED HOLLOW SPHERICAL JOINTS IN SPACE LATTICED STRUCTURES
    Li, Xing
    ADVANCED STEEL CONSTRUCTION, 2010, 6 (04): : 976 - 1000
  • [38] Design of thermal load-carrying structures by strength conditions
    Kretov, AS
    IZVESTIYA VYSSHIKH UCHEBNYKH ZAVEDENII AVIATSIONAYA TEKHNIKA, 1999, (01): : 7 - 11
  • [39] Round-robin on local stress determination and fatigue assessment of load-carrying fillet-welded joints
    Fricke, Wolfgang
    Codda, Matteo
    Feltz, Olav
    Garbatov, Yordan
    Remes, Heikki
    Risso, Giovanni
    Rizzo, Cesare
    Romanoff, Jani
    ADVANCES IN MARINE STRUCTURES, 2011, : 295 - 302
  • [40] Fatigue life assessment of load-carrying fillet-welded cruciform joints inclined to uniaxial cyclic loading
    Kim, IT
    Kainuma, S
    INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2005, 82 (11) : 807 - 813