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Additional Finite Element Method for Analysis of Reinforced Concrete Structures at Limit States
1. BASIS OF METHOD OF ADDITIONAL LOADS FOR NONLINEAR ANALYSIS OF REINFORCED CONCRETE STRUCTURES AT LIMIT STATE
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1.1. Requirements for the developed method
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Table of contents
INTRODUCTION
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1. BASIS OF METHOD OF ADDITIONAL LOADS FOR NONLINEAR ANALYSIS OF REINFORCED CONCRETE STRUCTURES AT LIMIT STATE
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1.1. Requirements for the developed method
1.2. Limit state of the structure and limit state of the finite element
1.2.1. Limit state and an ideal failure model of the structure
1.2.2. Limit state of the finite element
1.2.3. Limit states of the triangular concrete deep-beam finite element
1.2.4. Limit states of the bar of general attitude
1.3. The additional design diagram
1.3.1. Function of the additional design diagram
1.3.2. Formation of the additional design diagram
1.4. Additional finite elements
1.4.1. Function of additional finite elements
1.4.2. Formation of additional finite elements
1.4.3. Additional finite element and limit state of the main finite element
1.5. Properties of additional finite elements
1.5.1. Two types of additional finite elements
1.5.2. Additional finite element of the first type
1.5.3. Additional finite element of the second type
1.5.4. The main properties of additional finite elements (Brief information)
2. INFLUENCE OF ADDITIONAL LOADS ON GENERAL ORDER OF NONLINEAR PROBLEM SOLVING BY FINITE ELEMENT METHOD
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3. ADDITIONAL FINITE ELEMENTS AND ADDITIONAL LOADS FOR NONLINEAR ANALYSIS OF REINFORCED CONCRETE STRUCTUERES
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4. EXAMPLES OF NONLINEAR ANALYSIS OF REINFORCED CONCRETE STRUCTURES BY ADDITIONAL FINITE ELEMENT METHOD
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CONCLUSIONS
REFERENCES
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