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Cracking Control on Early-Age Concrete Through Internal Curing [[electronic resource] /] / by Dejian Shen
| Cracking Control on Early-Age Concrete Through Internal Curing [[electronic resource] /] / by Dejian Shen |
| Autore | Shen Dejian |
| Edizione | [1st ed. 2023.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2023 |
| Descrizione fisica | 1 online resource (348 pages) |
| Disciplina | 620.1366 |
| Soggetto topico |
Building materials
Fire prevention Buildings—Protection Building Materials Structural Materials Fire Science, Hazard Control, Building Safety |
| ISBN | 981-19-8398-4 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction -- Internal relative humidity of early-age internally cured concrete -- Autogenous shrinkage of early-age internally cured concrete -- Tensile creep of early-age internally cured concrete with SAPs. |
| Record Nr. | UNINA-9910734896303321 |
Shen Dejian
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| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2023 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Early-age Cracking Control on Modern Concrete / / by Dejian Shen
| Early-age Cracking Control on Modern Concrete / / by Dejian Shen |
| Autore | Shen Dejian |
| Edizione | [1st ed. 2024.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2024 |
| Descrizione fisica | 1 online resource (447 pages) |
| Disciplina | 620.1366 |
| Soggetto topico |
Civil engineering
Hydraulic engineering Building materials Civil Engineering Hydraulic Engineering Structural Materials |
| ISBN |
9789819714957
9789819714940 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction -- Techniques and methods for evaluating the early-age cracking resistance of modern concrete -- Evaluation on early-age cracking resistance of concrete -- Early-age cracking control on concrete with fly ash -- Early-age cracking control on concrete with ground granulated blast furnace slag -- Early-age cracking control on concrete with silica fume -- Early-age cracking control on concrete with 3D hooked-end steel fiber -- Early-age cracking control on concrete with 5D hooked-end steel fiber -- Early-age cracking control on concrete with polypropylene fiber -- Early-age cracking control on high strength concrete with polyvinyl alcohol fibers -- Early-age cracking control on high strength concrete with Nano-CaCO3 -- Early-age cracking control on high strength concrete with crystalline admixture -- Early-age cracking control on concrete with MgO compound expansive agent -- Early-age cracking control on concrete with temperature rise inhibitor -- Early-age cracking control on high strength concrete with shrinkage reducing admixture -- Early-age cracking control on concrete with reinforcing bars -- Early-age cracking control on concrete with internal curing. |
| Record Nr. | UNINA-9910869160703321 |
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Shen Dejian
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| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Seismic Performance of Corroded Reinforced Concrete Structures Retrofitted with FRP
| Seismic Performance of Corroded Reinforced Concrete Structures Retrofitted with FRP |
| Autore | Shen Dejian |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Singapore : , : Springer Singapore Pte. Limited, , 2024 |
| Descrizione fisica | 1 online resource (394 pages) |
| Disciplina | 620.13623 |
| ISBN |
9789819979844
9789819979837 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Foreword -- Preface -- Contents -- Abbreviations -- 1 Introduction -- 1.1 Corrosion and Retrofitting of Structures -- 1.1.1 Seismic Performance of Corrosion-Damaged Structures -- 1.1.2 Retrofitting of Structures -- 1.2 State-of-the-Art of Retrofitting of Structures -- 1.2.1 Bond Stress-Slip Relationship Between FRP Sheets and Concrete -- 1.2.2 Behavior of Beams Retrofitted with FRP -- 1.2.3 Seismic Performance of Columns Retrofitted with FRP -- 1.2.4 Seismic Performance of Beam-Column Joints Retrofitted with FRP -- 1.2.5 Seismic Performance of Shear Walls Retrofitted with FRP -- 1.2.6 Bond Behavior Between FRP Bars and Concrete -- 1.3 Objectives and Scope -- References -- 2 Bond Stress-Slip Relationship Between BFRP Sheets and Concrete Under Dynamic Loading -- 2.1 Effective Bond Length of BFRP Sheets Bonded to Concrete Under Dynamic Loading -- 2.1.1 Experimental Program -- 2.1.2 Failure Modes -- 2.1.3 Relationship Between Load and Displacement -- 2.1.4 Bond Strain and Bond Stress -- 2.1.5 Dynamic Effective Bond Length -- 2.2 Bond Stress-Slip Relationship Between BFRP Sheets and Concrete Under Dynamic Loading -- 2.2.1 Experimental Program -- 2.2.2 Bond Stress Under Dynamic Loading -- 2.2.3 Ultimate Load Under Dynamic Loading -- 2.2.4 Bond-Slip Relationship Under Dynamic Loading -- 2.3 Dynamic Bond Stress-Slip Relationship Between BFRP Sheets and Concrete Under Initial Static Loading -- 2.3.1 Experimental Program -- 2.3.2 Failure Modes -- 2.3.3 Maximum Dynamic Bond Stress -- 2.3.4 Dynamic Effective Bond Length -- 2.3.5 Dynamic Ultimate Load -- 2.3.6 Dynamic Bond-Slip Relationship -- 2.4 Summary -- References -- 3 Retrofitting of Reinforced Concrete Beam with BFRP Sheets -- 3.1 Influence of Initial Cracks on the Frequency of RC Box Beam -- 3.1.1 Experimental Program -- 3.1.2 Test Result of Natural Frequency.
3.1.3 Theoretical Analysis on Natural Frequency -- 3.1.4 Comparison on the Analytical Results and Test Data of Natural Frequency -- 3.1.5 Test Result of Deflection -- 3.1.6 Comparison on the Analytical Result and Test Data of Deflection -- 3.2 Behavior of RC Box Beam with Initial Cracks Retrofitted with BFRP Sheets -- 3.2.1 Experimental Program -- 3.2.2 Load-Bearing Capacity -- 3.2.3 Cracking Characteristics -- 3.2.4 Stiffness of Specimens -- 3.2.5 Strain Distribution in BFRP Sheets -- 3.3 Behavior of Reinforced Concrete Box Beam Retrofitted with BFRP Using End Anchorage in Grooving -- 3.3.1 Experimental Program -- 3.3.2 Failure Mode and Cracking Characteristics -- 3.3.3 Ductility of Specimens -- 3.3.4 Load-Bearing Capacity of Specimens -- 3.3.5 Stiffness and Natural Frequency -- 3.3.6 Relationship Between Load and Strain -- 3.4 Behavior of Reinforced Concrete Box Beam Retrofitted with BFRPs Using Steel Plate Anchorage -- 3.4.1 Experimental Program -- 3.4.2 Analysis on Cracking Characteristics -- 3.4.3 Analysis on Ductility -- 3.4.4 Analysis on Load-Bearing Capacity -- 3.4.5 Stiffness and Natural Frequency -- 3.4.6 Relationship Between Load and Strain -- 3.5 Summary -- References -- 4 Retrofitting of Corrosion-Damaged Reinforced Concrete Columns with BFRPs -- 4.1 Seismic Performance of Corrosion-Damaged Columns -- 4.1.1 Experimental Program -- 4.1.2 Failure Modes -- 4.1.3 Hysteretic Capacity -- 4.1.4 Skeleton Curves -- 4.1.5 Ductility and Load-Bearing Capacity -- 4.2 Seismic Performance of Corrosion-Damaged Columns Retrofitted with BFRP Sheets -- 4.2.1 Specimen Design and Fabrication -- 4.2.2 Failure Modes -- 4.2.3 Hysteretic Response -- 4.2.4 Skeleton Curves -- 4.2.5 Ductility and Load-Bearing Capacity -- 4.3 Summary -- References -- 5 Retrofitting of Corrosion-Damaged Reinforced Concrete Beam-Column Joints with BFRP Sheets. 5.1 Seismic Performance of Corrosion-Damaged Beam-Column Joints -- 5.1.1 Experimental Program -- 5.1.2 Crack Pattern and Failure Modes -- 5.1.3 Hysteretic Response and Load-Bearing Capacity -- 5.1.4 Relationship Between Half-Cell Potentials, Corrosion Rate, and Load-Bearing Capacity -- 5.1.5 Stiffness Degradation -- 5.1.6 Ductility -- 5.1.7 Energy Dissipation Capacity -- 5.1.8 Strains Profiles of Reinforcing Bars -- 5.2 Seismic Performance of Corrosion-Damaged Beam-Column Joints Retrofitted with BFRP Sheets -- 5.2.1 Experimental Program -- 5.2.2 Crack Pattern and Failure Modes -- 5.2.3 Hysteretic Response and Load-Bearing Capacity -- 5.2.4 Stiffness Degradation -- 5.2.5 Ductility -- 5.2.6 Energy Dissipation Capacity -- 5.2.7 Strains Profiles of Reinforcing Bars -- 5.3 Retrofitting of Seismic-Damaged Beam-Column Joints Under Different Corrosion Rates with BFRP Sheets -- 5.3.1 Experimental Program -- 5.3.2 Crack Pattern and Failure Modes -- 5.3.3 Hysteretic Response and Skeleton Curves -- 5.3.4 Displacement Ductility -- 5.3.5 Stiffness Degradation -- 5.3.6 Energy Dissipation Capacity -- 5.3.7 Analysis of Shear Strength -- 5.4 Seismic Performance of Beam-Column Joints Retrofitted with BFRP Sheets in Different Methods -- 5.4.1 Experimental Program -- 5.4.2 Crack Pattern and Failure Modes -- 5.4.3 Hysteretic Response and Load-Displacement Curves -- 5.4.4 Ductility -- 5.4.5 Stiffness Degradation -- 5.4.6 Energy Dissipation Capacity -- 5.4.7 Shear Deformation of Core Area -- 5.4.8 Strains of Reinforcements, Stirrups, and BFRP Sheets -- 5.5 Summary -- References -- 6 Retrofitting of Corrosion-Damaged Reinforced Concrete Shear Walls with BFRP Sheets -- 6.1 Seismic Performance of Corrosion-Damaged Shear Walls -- 6.1.1 Experimental Program -- 6.1.2 Relationship Between Half-Cell Potentials, Corrosion Rate, and Load-Bearing Capacity -- 6.1.3 Crack Pattern. 6.1.4 Hysteretic Response and Skeleton Curves -- 6.1.5 Stiffness Degradation -- 6.1.6 Ductility and Energy Dissipation Capacity -- 6.1.7 Analysis of Shear Strength -- 6.1.8 Simulation Analysis on Shear Wall -- 6.2 Seismic Performance of Corrosion-Damaged Shear Walls Retrofitted with BFRP Sheets -- 6.2.1 Experimental Program -- 6.2.2 Crack Patterns and Failure Modes -- 6.2.3 Hysteretic Response and Load-Displacement Curves -- 6.2.4 Stiffness Degradation -- 6.2.5 Ductility and Energy Dissipation Capacity -- 6.2.6 Theoretical Modeling -- 6.3 Seismic Performance of Shear Walls Retrofitted with BFRP Sheets in Different Methods -- 6.3.1 Experimental Program -- 6.3.2 Crack Patterns and Failure Modes -- 6.3.3 Hysteretic Behavior -- 6.3.4 Ductility -- 6.3.5 Stiffness Characteristic -- 6.3.6 Energy Dissipation Capacity -- 6.3.7 Calculation on Load-Bearing Capacity -- 6.4 Summary -- References -- 7 Bond Behavior Between BFRP Bars and Concrete Under Static and Dynamic Loading -- 7.1 Bond Stress-Slip Relationship Between BFRP Bars and Concrete Under Static Loading -- 7.1.1 Experimental Program -- 7.1.2 Failure Modes -- 7.1.3 Bond Stress-Slip Relationship Between BFRP Bar and Concrete -- 7.1.4 Bond Strength with Different BFRP Bar Diameters -- 7.1.5 Effect of BFRP Bar Diameter and Concrete Strength on Slip Corresponding to the Bond Strength -- 7.1.6 Bond Strength with Different Concrete Strengths -- 7.1.7 Prediction Model for Bond Stress-Slip Relationship -- 7.2 Bond Behavior of Concrete Members Reinforced with BFRP Bars Under Cyclic Loading -- 7.2.1 Experimental Program -- 7.2.2 Failure Modes -- 7.2.3 Bond Stress-Slip Relationship of Concrete Members Reinforced with BFRP Bars -- 7.2.4 Bond Strength Under Cyclic Loading -- 7.2.5 Slip Corresponding to Bond Strength Under Cyclic Loading. 7.2.6 Prediction Model for Bond Stress-Slip Relationship Under Dynamic Loading -- 7.3 Bond Behavior Between BFRP Bars and Concrete Under Cyclic Loading -- 7.3.1 Experimental Program -- 7.3.2 Failure Modes -- 7.3.3 Bond Stress-Slip Relationship Between BFRP Bars and Concrete Under Cyclic Loading -- 7.3.4 Bond Strength Under Number of Cycles Loading -- 7.3.5 Slip Corresponding to Bond Strength Under Number of Cycles Loading -- 7.3.6 Hysteretic Curve Area Under Number of Cycles Loading -- 7.3.7 Comparisons on Bond Strength and Corresponding Slip Under Static and Cyclic Loading -- 7.4 Summary -- References. |
| Record Nr. | UNINA-9910872192903321 |
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Shen Dejian
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| Singapore : , : Springer Singapore Pte. Limited, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Simulation on Hydration of Tricalcium Silicate in Cement Clinker [[electronic resource] /] / by Dejian Shen, Xin Wang
| Simulation on Hydration of Tricalcium Silicate in Cement Clinker [[electronic resource] /] / by Dejian Shen, Xin Wang |
| Autore | Shen Dejian |
| Edizione | [1st ed. 2024.] |
| Pubbl/distr/stampa | Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2024 |
| Descrizione fisica | 1 online resource (195 pages) |
| Disciplina | 624 |
| Altri autori (Persone) | WangXin |
| Soggetto topico |
Civil engineering
Hydraulic engineering Computer simulation Civil Engineering Hydraulic Engineering Computer Modelling |
| ISBN | 981-9945-98-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Foreword -- Preface -- Abbreviations -- 1. Introduction -- 2. Simulation on dissolution mechanisms of tricalcium silicate -- 3. Simulation on mixed-control of dissolution and diffusion mechanisms of tricalcium silicate -- 4. Simulation on mixed-control of dissolution and boundary nucleation and growth mechanisms of tricalcium silicate -- 5. Simulation on the influence of particle internal pores,- 6. Simulation on ionic diffusion using virtual tricalcium silicate microstructure -- Appendix. |
| Record Nr. | UNINA-9910760248103321 |
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Shen Dejian
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| Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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