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
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
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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
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名古屋大学
- 取得学位
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博士 (工学)
- 学位授与番号
-
甲第3814号
- 学位授与年月日
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1997-07-31
注記・抄録
博士論文
目次
- CONTENTS / (0005.jp2)
- Chapter I. INTRODUCTION / p1 (0007.jp2)
- 1.1 General / p1 (0007.jp2)
- 1.2 Aim of the Thesis / p2 (0008.jp2)
- 1.3 Short Preview of the Available Experimental Results and Analytical Methods / p3 (0008.jp2)
- 1.4 Scope and Contents / p7 (0010.jp2)
- Chapter II. LITERATURE REVIEW / p9 (0011.jp2)
- 2.1 General / p9 (0011.jp2)
- 2.2 An Overview of Various Experimental Results / p10 (0012.jp2)
- 2.3 Available Analytical Constitutive Models:An Overview / p17 (0015.jp2)
- 2.4 An Overview the Available Finite Element Models / p25 (0019.jp2)
- 2.5 Summary / p29 (0021.jp2)
- Chapter III. THE UNIFIED CONCRETE PLASTICITY MODEL / p30 (0022.jp2)
- 3.1 Introduction / p30 (0022.jp2)
- 3.2 The Classical Plasticity Theory / p30 (0022.jp2)
- 3.3 The Tangential Constitutive Matrix / p32 (0023.jp2)
- 3.4 Modified Drucker-Prager Failure Surface / p32 (0023.jp2)
- 3.5 Physical Interpretation / p35 (0024.jp2)
- 3.6 Definition of the Damage Parameter / p35 (0024.jp2)
- 3.7 Parametric Study / p39 (0026.jp2)
- 3.8 Comparison with Experimental Results / p40 (0027.jp2)
- 3.9 Strength Reduction by Transverse Tensile Strain / p41 (0027.jp2)
- 3.10 Tension Stiffening Effect / p43 (0028.jp2)
- 3.11 Summary / p43 (0028.jp2)
- Chapter IV. DEVELOPMENT OF THE MODIFIED UNIFIED CONCRETE PLASTICITY MODEL / p44 (0029.jp2)
- 4.1 Introduction / p44 (0029.jp2)
- 4.2 Importance of Constitutive Level Calculations / p45 (0029.jp2)
- 4.3 Characteristics Of The Model / p47 (0030.jp2)
- 4.4 Clarification and Proposal for Modification / p52 (0033.jp2)
- 4.5 Variations Of The Modified Unified Concrete Plasticity Model / p57 (0035.jp2)
- 4.6 Simplified Formulation For Tangential Constitutive Matrix / p58 (0036.jp2)
- 4.7 Analysis And Discussion / p59 (0036.jp2)
- 4.8 A Summary of the Formulation / p67 (0040.jp2)
- 4.9 Some Critical Points of Modified Unified Concrete Plasticity Model / p70 (0042.jp2)
- 4.10 Selection of Material Parameters / p71 (0042.jp2)
- 4.11 Conclusions / p72 (0043.jp2)
- Chapter V. APPLICATION TO REINFORCED CONCRETE MEMBERS / p74 (0044.jp2)
- 5.1 Introduction / p74 (0044.jp2)
- 5.2 Application of the Model in Reinforced Concrete Member / p75 (0044.jp2)
- 5.3 Comparison with Analytical and Experimental Results / p80 (0047.jp2)
- 5.4 Summary / p84 (0049.jp2)
- Chapter VI. THREE DIMENSIONAL ANALYSIS OF RC MEMBERS / p85 (0049.jp2)
- 6.1 General / p85 (0049.jp2)
- 6.2 Application to RC Column under Axial Load / p88 (0051.jp2)
- 6.3 Application to RC Beam Failing in Bending Mode / p89 (0051.jp2)
- 6.4 Application to RC Cantilever under Lateral Loading / p107 (0065.jp2)
- 6.5 Evaluation of the Implementation of Tension Stiffening Effect / p110 (0067.jp2)
- 6.6 Unreinforced Concrete Beam under Two Point Loading / p112 (0068.jp2)
- 6.7 Application to RC Beam failing in Shear / p113 (0068.jp2)
- 6.8 Summary / p116 (0070.jp2)
- Chapter VII OPTIMIZATION TECHNIQUE:MIXED LINEAR AND NON-LINEAR ANALYSIS FOR LARGE SCALE STRUCTURES / p123 (0076.jp2)
- 7.1 General / p123 (0076.jp2)
- 7.2 Formulation using Langrangian Multiplier technique / p123 (0076.jp2)
- 7.3 Combination of Plate and Cubic Element / p125 (0077.jp2)
- 7.4 Validation:Elastic Analysis / p127 (0078.jp2)
- 7.5 Conclusion / p131 (0080.jp2)
- Chapter VIII SUMMARY AND CONCLUSIONS / p132 (0081.jp2)
- REFERENCES / p136 (0083.jp2)
- CURRICULUM VITAE / (0086.jp2)