Brittle fracture of high-strength bolts of large diameters at low temperatures

被引:2
|
作者
Stranghoener, Natalie [1 ]
Lorenz, Christoph [1 ]
Feldmann, Markus [2 ]
Citarelli, Sandro [2 ]
Bleck, Wolfgang [3 ]
Muenstermann, Sebastian [3 ]
Brinnel, Victoria [3 ]
机构
[1] Univ Duisburg Essen, Inst Metall & Leichtbau, Univ Str 15, D-45141 Essen, Germany
[2] Rhein Westfal TH Aachen, Inst & Lehrstuhl Stahlbau Leichtmetallbau, Mies van der Rohe Str 1, D-52074 Aachen, Germany
[3] Rhein Westfal TH Aachen, Inst Eisenhuttenkunde, Intzestr 1, D-52072 Aachen, Germany
关键词
bolts of the HV system; low temperature behaviour; wind energy tower; EN; 1993-1-10;
D O I
10.1002/stab.201810559
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
High-strength structural bolting assemblies of the system HV are executed as preloaded bolting assemblies in highly loaded steel structures. More often these bolting assemblies are used up to M72 e.g. in wind energy towers. In addition to static and fatigue loads, these connections are exposed to low temperatures. In case of equal boundary conditions, the risk of brittle fracture increases with increasing thickness of the steel material. In principle, this relation also applies to increasing bolt diameters. Since no systematic investigations into the tendency to brittle fracture of high-strength bolts with large diameter exist and the choice of steel material to avoid brittle fracture of high-strength bolts is not covered in EN 1993-1-10, high-strength bolts of large diameters are made of higher alloyed steels. In the frame of the IGF-project "Brittle Fracture of High-Strength Bolts of Large Diameters at Low Temperatures" systematic investigations into the low temperature behaviour of high-strength bolts of the system HV were carried out for bolt diameters from M24 to M64 to assess the risk of brittle fracture for these components. This article presents the main results and conclusions achieved in the research project.
引用
收藏
页码:17 / 29
页数:13
相关论文
共 50 条
  • [41] HIGH-STRENGTH BOLTS SUBJECT TO TENSION AND PRYING
    NAIR, RS
    BIRKEMOE, PC
    MUNSE, WH
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1974, 100 (NST2): : 351 - 371
  • [42] FATIGUE PROPERTIES OF AUTOMOBILE HIGH-STRENGTH BOLTS
    Zhou, Congling
    Nishida, Shin-Ichi
    Hattori, Nobusuke
    ENGINEERING PLASTICITY AND ITS APPLICATIONS: FROM NANOSCALE TO MACROSCALE, 2009, : 167 - +
  • [43] Specifying bolt length for high-strength bolts
    Carter, CJ
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 1996, 33 (02): : 43 - 54
  • [44] HIGH-STRENGTH BOLTS SUBJECT TO TENSION AND PRYING
    KRISHNAMURTHY, N
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1975, 101 (NST1): : 335 - 337
  • [45] FATIGUE PROPERTIES OF AUTOMOBILE HIGH-STRENGTH BOLTS
    Zhou, Congling
    Nishida, Shin-Ichi
    Hattori, Nobusuke
    INTERNATIONAL JOURNAL OF MODERN PHYSICS B, 2008, 22 (31-32): : 5539 - 5544
  • [46] Butt jointed precast columns with high-strength reinforcement and large bar diameters
    Wolfger, Hannes
    Kollegger, Johann
    BETON- UND STAHLBETONBAU, 2021, 116 (09) : 689 - 700
  • [47] Influence of local brittle zone on the fracture toughness of high-strength low-alloyed multipass weld metals
    Dalian Railway Inst, Dalian, China
    Acta Metallurgica Sinica (English Letters), 1998, 11 (02): : 87 - 92
  • [48] Fracture behavior of high-strength bolted steel connections at elevated temperatures
    Cai, Wen-Yu
    Jiang, Jian
    Li, Guo-Qiang
    Wang, Yan-Bo
    ENGINEERING STRUCTURES, 2021, 245
  • [49] Constitutive model of austenitic high-strength A4L-80 bolts at elevated temperatures
    Yang, Jingjie
    Nie, Shidong
    Liu, Min
    Huang, Yongzhi
    Fu, Wei
    Elchalakani, Mohamed
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 213
  • [50] Constitutive Model and Mechanical Properties of Grade 8.8 and 10.9 High-Strength Bolts at Elevated Temperatures
    Saglik, Huseyin
    Etemadi, Ali
    Chen, Airong
    Ma, Rujin
    JOURNAL OF STRUCTURAL ENGINEERING, 2024, 150 (06)