On the Material Properties for Piping Load and Resistance Factor Design

被引:0
|
作者
Avrithi, Kleio [1 ]
机构
[1] Mercer Univ, Sch Engn, 1501 Mercer Univ Dr,EGC 116B, Macon, GA 31207 USA
关键词
AUSTENITIC STAINLESS-STEEL; BEHAVIOR; FRACTURE; CRACK; PIPE; 316L;
D O I
10.1115/1.4049707
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The probabilistic properties of steel, namely, the mean value, coefficient of variation, and probability distribution are needed for the development of Load and Resistance Factor Design (LRFD) equations for Class 2 and 3 nuclear piping and for probabilistic and risk analysis studies. This work investigates the probabilistic properties for the most representative steels used for nuclear piping, such as carbon, stainless austenitic, and low alloy. Steel properties at room temperature and up to temperature 700 degrees F are examined through reported mechanical behavior. The work concludes with the impact of the stainless steels' probabilistic properties on the reliability index or else probability of failure for the piping. The presented data can help organize steel materials for LRFD and reduce the variability of the reliability index.
引用
收藏
页数:7
相关论文
共 50 条
  • [31] COLUMNS WITH END RESTRAINT AND BENDING IN LOAD AND RESISTANCE DESIGN FACTOR
    CHEN, WF
    LUI, EM
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 1985, 22 (03): : 105 - 132
  • [32] INTRODUCTION TO THE PROPOSED AISC LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION
    EDINGER, JA
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 1984, 21 (01): : 62 - 65
  • [33] Design of hammerhead bent cap to AASHTO load and resistance factor design specifications
    Brown, Michael D.
    Bayrak, Oguzhan
    DESIGN OF STRUCTURES 2006, 2006, (1976): : 56 - +
  • [34] DESIGN RULES OF BUILT-UP MEMBERS IN LOAD AND RESISTANCE FACTOR DESIGN
    DUAN, L
    CHEN, WF
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1988, 114 (11): : 2544 - 2554
  • [35] Simplified AASHTO Load and Resistance Factor Design Girder Live Load Distribution in Illinois
    Tobias, Daniel H.
    Anderson, Ralph E.
    Khayyat, Salah Y.
    Uzman, Zeyn B.
    Riechers, Kevin L.
    JOURNAL OF BRIDGE ENGINEERING, 2004, 9 (06) : 606 - 613
  • [36] Load resistance factor design of axially loaded pile based on load test results
    Haldar, Sumanta
    Babu, G. L. Sivakumar
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2008, 134 (08) : 1106 - 1117
  • [37] USEFUL PROPERTIES OF FLUID FOR PIPING DESIGN
    KERN, R
    CHEMICAL ENGINEERING, 1974, 81 (27) : 58 - 66
  • [38] Resistance Factors for Use in Load and Resistance Factor Design of Driven Pipe Piles in Sands
    Foye, K. C.
    Abou-Jaoude, G.
    Prezzi, M.
    Salgado, R.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (01) : 1 - 13
  • [39] Calibration of Resistance Factors for Load and Resistance Factor Design to Establish Value for Site Characterization
    Ding, Dan
    Loehr, J. Erik
    Abu El-Ela, Ahmed
    Bowders, John J.
    ADVANCES IN TRANSPORTATION GEOTECHNICS III, 2016, 143 : 371 - 378
  • [40] DESIGN OF BEAM-COLUMNS USING ALLOWABLE STRESS DESIGN AND LOAD AND RESISTANCE FACTOR DESIGN
    CHEN, WF
    ZHOU, SP
    ENGINEERING STRUCTURES, 1987, 9 (03) : 201 - 209