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Volumn 3, Issue , 2001, Pages 99-106

Effects of a strain hardening exponent on inelastic local buckling strength and mechanical properties of line pipes

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); BUCKLING; FATIGUE OF MATERIALS; FINITE ELEMENT METHOD; LIQUEFACTION; PARAMETER ESTIMATION; SHEAR DEFORMATION; SOILS; STRAIN HARDENING; STRENGTH OF MATERIALS;

EID: 0344308990     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (37)

References (8)
  • 3
    • 0345254525 scopus 로고
    • Local inelastic buckling resistance of a steel pipe subjected to axial compression load
    • in Japanese
    • Katoh, T., Akiyama, H. and Suzuki, H., 1973, " Local inelastic buckling resistance of a steel pipe subjected to axial compression load", J. of Architectural Institute of Japan", Vol.204 (in Japanese).
    • (1973) J. of Architectural Institute of Japan , vol.204
    • Katoh, T.1    Akiyama, H.2    Suzuki, H.3
  • 5
    • 27744529177 scopus 로고    scopus 로고
    • Development of the line pipe superior to buckling resistance
    • in Japanese
    • Suzuki, M., Katoh, A., Yoshikawa, M., Kurihara, M. and Endo, S-, 1999, "Development of the line pipe superior to buckling resistance", NKK technical report, No. 167, pp.44-49 (in Japanese).
    • (1999) NKK Technical Report , vol.167 , pp. 44-49
    • Suzuki, M.1    Katoh, A.2    Yoshikawa, M.3    Kurihara, M.4    Endo, S.5
  • 6
    • 0344391521 scopus 로고    scopus 로고
    • High performance of NK-Hiper to endure earthquake induced ground movements
    • in Japanese
    • Suzuki, N., Kurihara, M., Endo, S., Yoshikawa, M., Muraoka, R. and Arakawa, T., 2000, "High performance of NK-Hiper to endure earthquake induced ground movements", NKK technical report, No. 171, pp.60-66 (in Japanese).
    • (2000) NKK Technical Report , vol.171 , pp. 60-66
    • Suzuki, N.1    Kurihara, M.2    Endo, S.3    Yoshikawa, M.4    Muraoka, R.5    Arakawa, T.6


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.