On the condition assessment of cast iron trunk main: The effect of microstructure and in-service graphitisation on mechanical properties in flexure

被引:12
作者
Jesson, D. A. [1 ]
Mohebbi, H. [1 ]
Farrow, J. [2 ]
Mulheron, M. J. [1 ]
Smith, P. A. [1 ]
机构
[1] Univ Surrey, Fac Engn & Phys Sci, Guildford GU2 7XH, Surrey, England
[2] Thames Water Util Ltd, Reading RG1 8DB, Berks, England
来源
MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING | 2013年 / 576卷
关键词
Cast iron; Mechanical properties; Weibull statistics; WATER; METHODOLOGY;
D O I
10.1016/j.msea.2013.03.061
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The mechanical properties of cast iron used for trunk mains in the water industry have been studied. Specimens have been sourced from nine different pipes, which had been in service for up to 150 years before failure. The bulk microstructures of each cast iron have been analysed with regard to the graphite flake morphology and size. The stress strain behaviours in tension and compression have been derived from specimens loaded in flexure. Flexural strength data have been obtained for 30 specimens from each pipe (three batches of 10 from different locations along the length and around the circumference of the pipe) and these data have been analysed using Weibull methods. The depth of graphitisation visible on the fracture surface of each sample has been measured. It is shown that the strength of the cast iron samples decreases with increasing depth of graphitisation. When the layer of graphitised material is of reasonably uniform thickness, the strength reduction is modest, but where the section loss is more local, the strength reduction is more significant for some samples there is a reduction in strength of more than 50% when the depth of graphitisation exceeds 4 mm. Simple strength-of-materials and fracture mechanics approaches are shown to provide reasonable bounds for the data. (C) 2013 Elsevier B.V. All rights reserved.
引用
收藏
页码:192 / 201
页数:10
相关论文
共 18 条
  • [1] [Anonymous], 1990, ASM HDB
  • [2] Ashby M. F., 1996, ENG MAT, V1, P138
  • [3] Atkinson K., 2003, URBAN WATER, V4, P263
  • [4] Baker T. J., 1991, 266 TRANSP RES LAB
  • [5] Weibull-based methodology for condition assessment of cast iron water mains and its application
    Belmonte, H. M. S.
    Mulheron, M.
    Smith, P. A.
    Ham, A.
    Wescombe, K.
    Whiter, J.
    [J]. FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2008, 31 (05) : 370 - 385
  • [6] Weibull analysis, extrapolations and implications for condition assessment of cast iron water mains
    Belmonte, H. M. S.
    Mulheron, M.
    Smith, P. A.
    [J]. FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2007, 30 (10) : 964 - 990
  • [7] Boresi A. P., 1993, ADV MECH MAT, P614
  • [8] MEASURING HYDRO-STATIC DEPENDENT CONSTITUTIVE BEHAVIOR OF ADHESIVES USING A BEND SPECIMEN
    CROCOMBE, AD
    RICHARDSON, G
    SMITH, PA
    [J]. JOURNAL OF ADHESION, 1993, 42 (03) : 209 - 223
  • [9] Jesson D. A., 2007, 13 INT C EXP MECH
  • [10] DERIVATION OF THE TENSILE STRESS-STRAIN CURVE FROM BENDING DATA
    LAWS, V
    [J]. JOURNAL OF MATERIALS SCIENCE, 1981, 16 (05) : 1299 - 1304