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The development of the unified concrete plasticity model for three dimensional analysis of reinforced concrete members 統一化塑性モデルによるコンクリート3次元構成則の開発とRC部材へのその応用

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著者

    • Gupta, Supratic グプタ, スプラティック

書誌事項

タイトル

The development of the unified concrete plasticity model for three dimensional analysis of reinforced concrete members

タイトル別名

統一化塑性モデルによるコンクリート3次元構成則の開発とRC部材へのその応用

著者名

Gupta, Supratic

著者別名

グプタ, スプラティック

学位授与大学

名古屋大学

取得学位

博士 (工学)

学位授与番号

甲第3814号

学位授与年月日

1997-07-31

注記・抄録

博士論文

目次

  1. CONTENTS / (0005.jp2)
  2. Chapter I. INTRODUCTION / p1 (0007.jp2)
  3. 1.1 General / p1 (0007.jp2)
  4. 1.2 Aim of the Thesis / p2 (0008.jp2)
  5. 1.3 Short Preview of the Available Experimental Results and Analytical Methods / p3 (0008.jp2)
  6. 1.4 Scope and Contents / p7 (0010.jp2)
  7. Chapter II. LITERATURE REVIEW / p9 (0011.jp2)
  8. 2.1 General / p9 (0011.jp2)
  9. 2.2 An Overview of Various Experimental Results / p10 (0012.jp2)
  10. 2.3 Available Analytical Constitutive Models:An Overview / p17 (0015.jp2)
  11. 2.4 An Overview the Available Finite Element Models / p25 (0019.jp2)
  12. 2.5 Summary / p29 (0021.jp2)
  13. Chapter III. THE UNIFIED CONCRETE PLASTICITY MODEL / p30 (0022.jp2)
  14. 3.1 Introduction / p30 (0022.jp2)
  15. 3.2 The Classical Plasticity Theory / p30 (0022.jp2)
  16. 3.3 The Tangential Constitutive Matrix / p32 (0023.jp2)
  17. 3.4 Modified Drucker-Prager Failure Surface / p32 (0023.jp2)
  18. 3.5 Physical Interpretation / p35 (0024.jp2)
  19. 3.6 Definition of the Damage Parameter / p35 (0024.jp2)
  20. 3.7 Parametric Study / p39 (0026.jp2)
  21. 3.8 Comparison with Experimental Results / p40 (0027.jp2)
  22. 3.9 Strength Reduction by Transverse Tensile Strain / p41 (0027.jp2)
  23. 3.10 Tension Stiffening Effect / p43 (0028.jp2)
  24. 3.11 Summary / p43 (0028.jp2)
  25. Chapter IV. DEVELOPMENT OF THE MODIFIED UNIFIED CONCRETE PLASTICITY MODEL / p44 (0029.jp2)
  26. 4.1 Introduction / p44 (0029.jp2)
  27. 4.2 Importance of Constitutive Level Calculations / p45 (0029.jp2)
  28. 4.3 Characteristics Of The Model / p47 (0030.jp2)
  29. 4.4 Clarification and Proposal for Modification / p52 (0033.jp2)
  30. 4.5 Variations Of The Modified Unified Concrete Plasticity Model / p57 (0035.jp2)
  31. 4.6 Simplified Formulation For Tangential Constitutive Matrix / p58 (0036.jp2)
  32. 4.7 Analysis And Discussion / p59 (0036.jp2)
  33. 4.8 A Summary of the Formulation / p67 (0040.jp2)
  34. 4.9 Some Critical Points of Modified Unified Concrete Plasticity Model / p70 (0042.jp2)
  35. 4.10 Selection of Material Parameters / p71 (0042.jp2)
  36. 4.11 Conclusions / p72 (0043.jp2)
  37. Chapter V. APPLICATION TO REINFORCED CONCRETE MEMBERS / p74 (0044.jp2)
  38. 5.1 Introduction / p74 (0044.jp2)
  39. 5.2 Application of the Model in Reinforced Concrete Member / p75 (0044.jp2)
  40. 5.3 Comparison with Analytical and Experimental Results / p80 (0047.jp2)
  41. 5.4 Summary / p84 (0049.jp2)
  42. Chapter VI. THREE DIMENSIONAL ANALYSIS OF RC MEMBERS / p85 (0049.jp2)
  43. 6.1 General / p85 (0049.jp2)
  44. 6.2 Application to RC Column under Axial Load / p88 (0051.jp2)
  45. 6.3 Application to RC Beam Failing in Bending Mode / p89 (0051.jp2)
  46. 6.4 Application to RC Cantilever under Lateral Loading / p107 (0065.jp2)
  47. 6.5 Evaluation of the Implementation of Tension Stiffening Effect / p110 (0067.jp2)
  48. 6.6 Unreinforced Concrete Beam under Two Point Loading / p112 (0068.jp2)
  49. 6.7 Application to RC Beam failing in Shear / p113 (0068.jp2)
  50. 6.8 Summary / p116 (0070.jp2)
  51. Chapter VII OPTIMIZATION TECHNIQUE:MIXED LINEAR AND NON-LINEAR ANALYSIS FOR LARGE SCALE STRUCTURES / p123 (0076.jp2)
  52. 7.1 General / p123 (0076.jp2)
  53. 7.2 Formulation using Langrangian Multiplier technique / p123 (0076.jp2)
  54. 7.3 Combination of Plate and Cubic Element / p125 (0077.jp2)
  55. 7.4 Validation:Elastic Analysis / p127 (0078.jp2)
  56. 7.5 Conclusion / p131 (0080.jp2)
  57. Chapter VIII SUMMARY AND CONCLUSIONS / p132 (0081.jp2)
  58. REFERENCES / p136 (0083.jp2)
  59. CURRICULUM VITAE / (0086.jp2)
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各種コード

  • NII論文ID(NAID)
    500000153143
  • NII著者ID(NRID)
    • 8000000153414
  • DOI(NDL)
  • NDL書誌ID
    • 000000317457
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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