| Description |
1 online resource (113 p.) |
| Contents |
Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Preface -- Chapter 1 Introduction -- 1.1 Background -- 1.2 Overview -- Chapter 2 Theory of elasto-plastic damage mechanics -- 2.1 Background -- 2.2 Mechanical characteristics of concrete -- 2.3 Concept of continuum damage mechanics -- 2.4 Elasto-plastic damage constitutive laws -- Chapter 3 Strength characteristics of concrete by elasto-plastic damage mechanics -- 3.1 Background -- 3.2 Static compressive strength -- 3.2.1 Experimental results -- 3.2.2 Stress-strain curve for compressive side |
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3.3 Static tensile strength -- 3.3.1 Experimental results -- 3.3.2 Stress-strain curve for tensile side -- 3.4 Static bending strength -- 3.4.1 Experimental results -- 3.4.2 Stress release of crack elements -- 3.4.3 Analysis of static bending strength -- 3.5 Bending fatigue strength -- 3.5.1 Experimental results -- 3.5.2 Bending fatigue strength analyses -- Chapter 4 Structural experiments and numerical analyses -- 4.1 Background -- 4.2 Bending fracture of reinforced concrete cantilever beams with carbon fibre sheets -- 4.2.1 Characteristics of carbon fibre sheets as reinforcing materials |
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4.2.2 Experimental results -- (i) Bending fracture by monotonous loading -- (ii) Bending fatigue by cyclic loading -- (iii) Bending fracture after pre-fatigues -- (iv) Pull-off test -- 4.2.3 Numerical analysis by the finite element method (FEM) -- (i) Identification of stress-and-strain relationships by material tests -- (ii) Bending fracture analysis of RC beam reinforced with carbon fibre sheet -- (iii) Bending fracture analysis of RC beam with carbon fibre sheet by pre-fatigues -- 4.3 Adhesion fracture analyses of carbon fibre sheet reinforced concrete |
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4.3.1 Adhesive fracture analysis by monotonous loading -- (i) Preliminary analysis -- (ii) Adhesive fracture analysis by the improved equivalent stress -- 4.3.2 Adhesive fracture analysis by cyclic loading -- 4.4 Accumulative damage of fibre sheet caused by negative thermal expansion coefficient under cyclic temperature -- 4.4.1 Cyclic temperature change tests -- 4.4.2 Relationship between temperature and strains for specimens -- 4.5 Adhesive characteristics between inorganic injection materials and concrete in the post-installed anchor method -- 4.5.1 Influence of injectable diameter and length |
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4.5.2 Improvement of adhesive force by the wedge-shape effect -- (i) Adhesion characteristics of injection material and concrete -- (ii) Adhesion characteristics of anchor and injection material and concrete -- 4.5.3 Numerical analyses by return mapping algorithm -- 4.6 Cumulative damage to interfaces due to repeated temperature loads of two inorganic materials with different thermal expansion coefficients -- 4.6.1 Experimental method -- 4.6.2 Experimental results -- 4.6.3 Effects of roughness -- 4.7 Shear strength of concrete -- 4.7.1 Experiments -- 4.7.2 Analyses |
| Notes |
Description based upon print version of record |
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Chapter 5 Applicability of damage mechanics to the concrete field |
| Subject |
Concrete -- Deterioriation
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Concrete -- Plastic properties
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Concrete construction -- Case studies
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Fracture mechanics -- Mathematics
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| Genre/Form |
Electronic books
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| Form |
Electronic book
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| ISBN |
9781000861358 |
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100086135X |
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