Development of concrete models based on the micromechanics of granular material 粒状ミクロ組織モデルに基づくコンクリート材料の構成則に関する研究

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著者

    • Farahat, Ahmed Mohamed ファラハット, アハメド モハメド

書誌事項

タイトル

Development of concrete models based on the micromechanics of granular material

タイトル別名

粒状ミクロ組織モデルに基づくコンクリート材料の構成則に関する研究

著者名

Farahat, Ahmed Mohamed

著者別名

ファラハット, アハメド モハメド

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2766号

学位授与年月日

1993-03-25

注記・抄録

博士論文

目次

  1. TABLE OF CONTENTS / p1 (0006.jp2)
  2. 1.INTRODUCTION / p1 (0008.jp2)
  3. 1.1 General / p1 (0008.jp2)
  4. 1.2 Review of the Models for Concrete as a Continuum / p2 (0009.jp2)
  5. 1.3 Review of the Models for Concrete with Discontinuities / p6 (0011.jp2)
  6. 1.4 Aim and Scope of the Current Research Work / p10 (0013.jp2)
  7. 1.5 Summary of Contents / p12 (0014.jp2)
  8. 2.EXPERIMENTAL STUDY ON THE MICROPLANE BEHAVIOR AT SINGLE PARTICLE CONTACTS / p15 (0015.jp2)
  9. 2.1 General / p15 (0015.jp2)
  10. 2.2 Testing Apparatus, High Stiff Testing Machine / p15 (0015.jp2)
  11. 2.3 Description of Specimens / p18 (0017.jp2)
  12. 2.4 Parametric Study / p19 (0017.jp2)
  13. 2.5 Measuring Instruments / p19 (0017.jp2)
  14. 2.6 Discussion of the Results / p20 (0018.jp2)
  15. 2.7 Summary / p34 (0025.jp2)
  16. 3.EXPERIMENTAL STUDY ON THE MICROPLANE BEHAVIOR WITH ROUGH CONTACTS / p37 (0026.jp2)
  17. 3.1 General / p37 (0026.jp2)
  18. 3.2 Details of Testing Machine, Specimens and Instruments / p37 (0026.jp2)
  19. 3.3 Discussion of The Test Results / p40 (0028.jp2)
  20. 3.4 Summary / p47 (0031.jp2)
  21. 4.EXPERIMENTAL STUDY ON THE MICROPLANE BEHAVIOR BASED ON AGGREGATE-GRANITE CYLINDERS SIMULATION / p49 (0032.jp2)
  22. 4.1 General / p49 (0032.jp2)
  23. 4.2 Details of Test Method, Specimens and Instruments / p50 (0033.jp2)
  24. 4.3 Discussion of the Results / p56 (0036.jp2)
  25. 4.4 Summary / p73 (0044.jp2)
  26. 5.DEVELOPMENT OF THE MICROPLANE MODEL WITH PLURAL TYPES OF GRANULAR PARTICLES FOR TRIAXIAL BEHAVIOR OF CONCRETE / p75 (0045.jp2)
  27. 5.1 General / p75 (0045.jp2)
  28. 5.2 Theoretical Consideration / p75 (0045.jp2)
  29. 5.3 Theoretical Derivation of Poisson's Ratio and the Relationship between Initial Macro and Micro Stiffnesses / p86 (0051.jp2)
  30. 5.4 Numerical Integration / p88 (0052.jp2)
  31. 5.5 Summary / p89 (0052.jp2)
  32. 6.DEVELOPMENT OF THE MICROPLANE MODEL FOR CYCLIC BEHAVIOR OF CONCRETE / p91 (0053.jp2)
  33. 6.1 General / p91 (0053.jp2)
  34. 6.2 Mathematical Derivation of the Model / p91 (0053.jp2)
  35. 6.3 Poisson's Ratio and the Relation between Initial Macro and Micro Stiffnesses / p104 (0060.jp2)
  36. 6.4 Summary / p105 (0060.jp2)
  37. 7.VERIFICATION OF THE MICROPLANE MODEL WITH PLURAL TYPES OF PARTICLES / p107 (0061.jp2)
  38. 7.1 General / p107 (0061.jp2)
  39. 7.2 Verification of the Model for Triaxial Behavior / p107 (0061.jp2)
  40. 7.3 Verification of the Model for Cyclic Behavior / p114 (0065.jp2)
  41. 7.4 Summary / p119 (0067.jp2)
  42. 8.PLASTIC-FRACTURE MODEL FOR STRESS TRANSFER AT CONCRETE DISCONTINUITIES / p120 (0068.jp2)
  43. 8.1 General / p120 (0068.jp2)
  44. 8.2 Theoretical Approach of the Proposed Model / p121 (0069.jp2)
  45. 8.3 Sensitivity Analysis of the Model / p129 (0073.jp2)
  46. 8.4 Estimation of the Model Parameters / p133 (0075.jp2)
  47. 8.5 Verification of the Proposed Model / p134 (0075.jp2)
  48. 8.6 Summary / p138 (0077.jp2)
  49. 9.SUMMARY AND CONCLUSIONS / p140 (0078.jp2)
  50. REFERENCES / p144 (0080.jp2)
  51. APPENDICES / p150 (0083.jp2)
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各種コード

  • NII論文ID(NAID)
    500000095751
  • NII著者ID(NRID)
    • 8000000095977
  • DOI(NDL)
  • NDL書誌ID
    • 000000260065
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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