| Preface |
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General Principles of Durability Design of Reinforced Concrete Structures: State of the Art |
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1 | (41) |
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1 | (7) |
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General Review of Research in the Field |
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8 | (12) |
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Main Approaches to Prediction of Service Life of Reinforced Concrete Structures |
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20 | (3) |
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Concepts and Criteria Associated with Durability of Reinforced Concrete Structures |
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23 | (8) |
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Service Life of Reinforced Concrete Structures |
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31 | (5) |
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Relation between Durability and Performance |
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36 | (1) |
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37 | (5) |
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39 | (3) |
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Structural Features of Engineering Installations for Storage of Dry Materials and Liquids |
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42 | (28) |
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Classification of Main Container-Types Engineering Installation |
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42 | (1) |
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Analysis of Structural Designs of Reinforced Concrete Wall Members and Design of Silo Basement for Grain Elevators |
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43 | (11) |
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Construction of Precast Monolithic and Monolithic Circular and Rectangular Reservoirs for Petroleum, Petroleum Products, Water, and Liquefied Gases, and Principles of Ensuring Their Durability |
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54 | (8) |
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Operational Characteristics of Reinforced Concrete Silos, Bunkers, and Reservoirs at First Filling and in Service |
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62 | (4) |
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Design Prerequisites and Principles for Ensuring Durability of Reservoirs and Grain Elevator Silos |
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66 | (4) |
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69 | (1) |
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Analysis of Defects and Damages in Reinforced Concrete Silos, Bunkers, and Reservoirs in Service |
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70 | (25) |
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Defects and Damages: Main Features |
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70 | (1) |
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Factors that Determine Durability of Reinforced Concrete Structures and Engineering Installations under Real Conditions |
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71 | (14) |
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Classification and Analysis of Causes of Damage |
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85 | (3) |
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Practical Methods of Estimating Damage: Technical Evaluation of Condition of Installation |
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88 | (3) |
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Accumulation of Damages: Effect of Damages on Reliability |
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91 | (4) |
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93 | (2) |
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Analysis of Main Degradation Processes in Concrete and Reinforcement of Reinforced Concrete Structures of Engineering Installations |
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95 | (31) |
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95 | (2) |
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Effect of Structure of Concrete on Durability |
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97 | (3) |
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Mechanisms of Formation and Accumulation of Damages under the Effect of Loadings and Environmental Factors |
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100 | (26) |
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Corrosion processes in concrete |
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100 | (1) |
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Effect of climatic conditions on concrete: Influence of subzero temperatures |
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101 | (1) |
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Mechanisms of formation and accumulation of damages under the effect of chemical factors: Chemical processes in concrete |
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102 | (2) |
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Biological and abrasion processes in concrete |
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104 | (1) |
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Corrosion of reinforcement in concrete |
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105 | (6) |
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Mechanism of microdamages in concrete under sustained low-cycle loading |
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111 | (3) |
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Mechanisms of formation of early cracks in concrete and the effect of force-induced cracks on corrosion processes |
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114 | (7) |
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Mechanism of formation of damages in the form of long vertical cracks in wall members of circular silos |
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121 | (3) |
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124 | (2) |
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Analysis of Models of Durability for the Main Degradation Processes in Concrete and Reinforcement |
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126 | (31) |
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Status of the Problem: Investigation of Durability Models for Estimating Service Life |
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126 | (9) |
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Durability Models of Individual Degradation Processes |
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135 | (14) |
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Effect of subzero temperatures: Types of degradation |
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136 | (2) |
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Surface deterioration: Forms of wear |
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138 | (2) |
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Corrosion of reinforcement |
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140 | (9) |
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Abrasive processes in concrete: Forms of wear |
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149 | (1) |
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Degradation Model of Reinforced Concrete Structures of Engineering Installations under Low-cycle Loading in an Aggressive Environment |
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149 | (8) |
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Investigation of Statistical Parameters of Operational Loads in Engineering Structures |
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157 | (37) |
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Status of the Problem: Objectives and Tasks of Investigation |
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157 | (6) |
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Selection of Main Types of Reinforced Concrete Structures and Classification of Loads |
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163 | (2) |
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Determination and Estimation of Statistical Characteristics of Silo Loading |
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165 | (10) |
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Schematic representation of silo loading and statistical characteristics for the period of first filling |
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165 | (4) |
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Determination of loading characteristics for the service period |
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169 | (2) |
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Method of processing preliminary data for the service period |
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171 | (4) |
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Loading Analysis by Methods of the Theory of Nonsteady Random Processes |
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175 | (12) |
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Fundamentals of the theory of random processes |
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175 | (3) |
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Time series analysis of silos |
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178 | (9) |
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Model of Time-dependent Variation of Horizontal Grain Pressure on Walls of Circular Silos during Service |
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187 | (7) |
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Experimental And Theoretical Investigation of Strength of Reinforced Concrete Members of Engineering Structures Under Sustained Low-Cycle Loading |
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194 | (79) |
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Resistance of Concrete and Reinforced Concrete to Deformation and Failure under Sustained Variable Loads: Status of the Problem |
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194 | (5) |
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Tasks of Experimental Investigations |
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199 | (2) |
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Testing Segments of the Silo Basement under Low-cycle Sustained Compression Loads |
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201 | (49) |
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201 | (12) |
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Analysis of strain constituents of concrete under long-term low-cycle compression loads |
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213 | (12) |
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Effect of force and other physical factors on shrinkage processes in models |
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225 | (2) |
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Effect of sustained low-cycle compression on structural changes in concrete of reinforced concrete structures |
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227 | (8) |
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Redistribution of stresses under sustained low-cycle compression |
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235 | (6) |
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Investigation of mechanism of failure of silo basement |
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241 | (2) |
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Comparison of experimental and theoretical results |
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243 | (2) |
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Statistical analysis of models for prediction of irreversible strain |
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245 | (1) |
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Statistical estimation of coefficient of asymmetry of stress cycle in sustained low-cycle compression of reinforced concrete members |
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246 | (4) |
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Study of Crack Resistance of Prestressed Tensile Elements of Wall Members of Circular Silos under Complex Service Conditions |
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250 | (23) |
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Procedure for experimental investigations |
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250 | (5) |
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Resistance of wall members of prestressed circular reinforced concrete silos to deformation under sustained variable tensile loads |
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255 | (3) |
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Parameters describing crack resistance of test specimens under complex cyclic loading |
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258 | (13) |
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271 | (2) |
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Durability Design of Reinforced Concrete Structures of Engineering Installations Based on the Limit State Method |
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273 | (32) |
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Introduction: Analysis and Features of Application of Probabilistic Methods in Estimation of Durability of Reinforced Concrete Structures |
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273 | (7) |
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274 | (1) |
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275 | (5) |
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Fundamental Principles of the Method of Computing Durability of Reinforced Concrete Structures Based on Lifetime Safety Factor |
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280 | (10) |
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280 | (4) |
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Determination of lifetime safety factor |
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284 | (3) |
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Determination of reliability characteristics for log-normal distribution of service life |
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287 | (3) |
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Determination of Probability of Failure of Reinforced Concrete Structures by the Stochastic Method Based on Neutralization of Protective Concrete Layer by Nitric Acid in the Absence of Special Protective Measures |
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290 | (2) |
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Practical Estimation of Durability of Reinforced Concrete Members Taking into Account the Stochastic Nature of Corrosion in Concrete |
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292 | (9) |
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Initial Prerequisites for Procedure of Durability Design of Reinforced Concrete Members of Container-type Installations Using the Lifetime Safety Factor |
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301 | (4) |
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304 | (1) |
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Application of Finite Element Method in Numerical Investigation of Durability of Reinforced Concrete Silos |
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305 | (32) |
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305 | (1) |
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Features Associated with Application of Nonlinear Finite Element Method for Estimation of Durability of Reinforced Concrete Structures |
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306 | (3) |
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Application of Nonlinear Finite Element in Investigation of Durability of Wall Members of Cylindrical Silo Cells with Local Damage |
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309 | (21) |
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Formulation of the problem |
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309 | (3) |
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312 | (9) |
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Method and algorithm of solution |
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321 | (7) |
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Analysis of results of numerical experiment |
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328 | (2) |
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Application of Linear Finite Element for Analysis of Stress-strain State of Structural Members of Silo Housing under Different Loading Schemes and Deformation Characteristics of the Foundation |
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330 | (7) |
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336 | (1) |
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Practical Methods of Enhancing Durability of Reinforced Concrete Structures of Engineering Installations in Service |
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337 | (40) |
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Recommendations for Enhancement of Durability |
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337 | (8) |
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Diagnostics of Condition of Reinforced Concrete Structures in Service |
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345 | (2) |
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Methods for Eliminating Defects and Damages and Strengthening Reinforced Concrete Silos, Bunkers, and Reservoirs |
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347 | (30) |
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347 | (2) |
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Methods of strengthening damaged silos and bunkers |
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349 | (16) |
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Methods of strengthening reservoirs and water towers |
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365 | (4) |
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Improvement of impermeability, corrosion resistance, and wear resistance of walls, beds, and hoppers |
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369 | (3) |
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Protection of concrete and reinforcement from corrosive media |
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372 | (3) |
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375 | (2) |
| Literature Cited |
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377 | (14) |
| Appendix (Chapter 3, Section 3.4) |
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391 | (4) |
| Appendix (Chapter 8, Section 8.5) |
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395 | (10) |
| Subject Index |
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405 | |
Lisainfo e-raamatute kohta