Muutke küpsiste eelistusi

E-raamat: Size Effect in Concrete Materials and Structures

  • Formaat: EPUB+DRM
  • Ilmumisaeg: 31-Dec-2020
  • Kirjastus: Springer Verlag, Singapore
  • Keel: eng
  • ISBN-13: 9789813349438
  • Formaat - EPUB+DRM
  • Hind: 221,68 €*
  • * hind on lõplik, st. muud allahindlused enam ei rakendu
  • Lisa ostukorvi
  • Lisa soovinimekirja
  • See e-raamat on mõeldud ainult isiklikuks kasutamiseks. E-raamatuid ei saa tagastada.
  • Formaat: EPUB+DRM
  • Ilmumisaeg: 31-Dec-2020
  • Kirjastus: Springer Verlag, Singapore
  • Keel: eng
  • ISBN-13: 9789813349438

DRM piirangud

  • Kopeerimine (copy/paste):

    ei ole lubatud

  • Printimine:

    ei ole lubatud

  • Kasutamine:

    Digitaalõiguste kaitse (DRM)
    Kirjastus on väljastanud selle e-raamatu krüpteeritud kujul, mis tähendab, et selle lugemiseks peate installeerima spetsiaalse tarkvara. Samuti peate looma endale  Adobe ID Rohkem infot siin. E-raamatut saab lugeda 1 kasutaja ning alla laadida kuni 6'de seadmesse (kõik autoriseeritud sama Adobe ID-ga).

    Vajalik tarkvara
    Mobiilsetes seadmetes (telefon või tahvelarvuti) lugemiseks peate installeerima selle tasuta rakenduse: PocketBook Reader (iOS / Android)

    PC või Mac seadmes lugemiseks peate installima Adobe Digital Editionsi (Seeon tasuta rakendus spetsiaalselt e-raamatute lugemiseks. Seda ei tohi segamini ajada Adober Reader'iga, mis tõenäoliselt on juba teie arvutisse installeeritud )

    Seda e-raamatut ei saa lugeda Amazon Kindle's. 

The present book gathers a large amount of the recent research results on this topic to provide a better understanding of the size effect by giving a quantitative description of the relationship between the properties of engineering concrete-making material (e.g. the nominal strength) and the corresponding structure size. To be precise, this is about to explore the new static and dynamic unified size effect laws for concrete materials, as well as size effect laws for concrete components. Besides presenting clear and accurate descriptions that further deepen our fundamental knowledge, this book provides additionally useful tools for the scientific design of concrete structures in practical engineering applications. 
1 Introduction 1(16)
1.1 Concept of Size Effect
1(2)
1.2 Source of Size Effect
3(1)
1.3 Size Effect Laws
4(9)
1.3.1 Static Size Effect of Concrete Materials
5(7)
1.3.2 Dynamic Size Effect of Concrete Materials
12(1)
1.3.3 Size Effect of Concrete Members
12(1)
1.4 Scope
13(2)
References
15(2)
2 Concrete on the Meso-level 17(10)
2.1 Coarse Aggregate Particles
19(2)
2.2 Mortar Matrix
21(2)
2.3 Interfacial Transitional Zone (ITZ)
23(2)
References
25(2)
3 Methodology: Meso-Scale Simulation Approach 27(50)
3.1 Mesoscopic Numerical Methods
27(10)
3.1.1 Lattice Model
28(2)
3.1.2 Stochastic Mechanical Property Model
30(1)
3.1.3 Random Particle Model
31(1)
3.1.4 Rigid Body-Spring Model
32(1)
3.1.5 Random Aggregate Model
33(1)
3.1.6 Mesoscopic Element Equivalence Method
34(1)
3.1.7 Other Numerical Methods
35(2)
3.2 Geometric Model
37(8)
3.2.1 Random Aggregate Model of Concrete
37(4)
3.2.2 Steel Rebar
41(1)
3.2.3 FRP Sheet
42(2)
3.2.4 Steel Tube
44(1)
3.3 Material Model
45(5)
3.3.1 Damaged Plasticity Model
45(3)
3.3.2 Elastoplastic Model
48(1)
3.3.3 Elastic-Brittle Model
49(1)
3.4 Strain Rate Effect
50(5)
3.4.1 Code Recommendations
51(2)
3.4.2 Hao Hong's Model
53(2)
3.5 Interaction Model
55(3)
3.5.1 Node-to-Node Interaction Model
55(2)
3.5.2 Surface-to-Surface Contact Model
57(1)
3.6 Validation of Simulation Method
58(12)
3.6.1 Material
58(4)
3.6.2 Beam
62(3)
3.6.3 Column
65(3)
3.6.4 Beam-to-Column Joint
68(2)
3.7 Summary
70(1)
References
71(6)
4 Static Size Effect in Concrete Materials 77(62)
4.1 Tensile Strength of Concrete Materials
78(13)
4.1.1 Morphological Material Model for Concrete
78(5)
4.1.2 Multi-grade Analysis Method for Cementitious Systems
83(4)
4.1.3 Validation and Analysis
87(4)
4.2 Splitting-Tensile Strength of Concrete Materials
91(11)
4.2.1 Experimental Analysis
92(5)
4.2.2 Numerical Analysis
97(5)
4.3 Flexural-Tensile Strength of Concrete Materials
102(8)
4.3.1 Experimental Analysis
102(4)
4.3.2 Numerical Analysis
106(4)
4.4 Compressive Strength of Concrete Materials
110(11)
4.4.1 Size Effect of Lightweight Aggregate Concrete
111(4)
4.4.2 Size Effect on Biaxial Compressive Behavior
115(6)
4.5 Novel Size Effect Law Considering MAS
121(13)
4.6 Summary
134(1)
References
135(4)
5 Dynamic Size Effect in Concrete Materials 139(70)
5.1 Dynamic Size Effect on Splitting-Tensile Strength
140(9)
5.1.1 Dynamic Failure Behavior
141(5)
5.1.2 Influence of Strain Rate
146(3)
5.2 Dynamic Size Effect on Tensile Strength
149(9)
5.2.1 Dynamic Failure Behavior
151(3)
5.2.2 Influence of Strain Rate
154(4)
5.3 Dynamic Size Effect on Compressive Strength
158(7)
5.3.1 Dynamic Failure Behavior
159(3)
5.3.2 Influence of Strain Rate
162(3)
5.4 Influence of Meso-Structure
165(11)
5.4.1 Influence of Aggregate Content
165(6)
5.4.2 Influence of Maximum Aggregate Size
171(3)
5.4.3 Influence of Aggregate Type
174(2)
5.5 Influence of Initial Loads
176(13)
5.5.1 Dynamic Compressive Failure
178(9)
5.5.2 Dynamic Size Effect
187(2)
5.6 Static-Dynamic Unified Size Effect Law
189(15)
5.6.1 Basic Assumptions
193(1)
5.6.2 Dynathic Size Effect Law for Concrete
194(7)
5.6.3 Validation of the Theoretical Formula
201(3)
5.7 Summary
204(1)
References
205(4)
6 Size Effect in Shear and Flexure Failure of Concrete Beams 209(118)
6.1 Shear Failure in Reinforced Concrete Beams Without Stirrups
209(15)
6.1.1 Failure of Ordinary Concrete Beam
210(9)
6.1.2 Failure of Lightweight-Aggregate Concrete Beams
219(5)
6.2 Shear Failure in Reinforced Concrete Beams with Stirrups
224(36)
6.2.1 Seismic Tests on Shear Failure of RC Beams
224(17)
6.2.2 Simulations on Shear Failure of RC Beams
241(19)
6.3 Shear Failure in CFRP-Wrapped Concrete Beams
260(25)
6.3.1 CFRP-Strengthened Ordinary Concrete Beams
262(14)
6.3.2 CFRP-Strengthened Lightweight-Aggregate Concrete Beams
276(9)
6.4 Flexural Failure in Reinforced Concrete Beams
285(21)
6.4.1 Seismic Tests on Flexural Failure of RC Beams
285(15)
6.4.2 Simulations on Flexural Failure of RC Beams
300(6)
6.5 Size Effect Law for Shear Failure in Concrete Beams
306(16)
6.5.1 Basic Assumptions
306(1)
6.5.2 Size Effect Law for Shear Strength
307(11)
6.5.3 Validation of the Theoretical Formula
318(4)
6.6 Summary
322(1)
References
323(4)
7 Size Effect in Compressive Failure Behavior of Concrete Columns 327(152)
7.1 Axial Compressive Failure of Normal-Strength RC Column
328(8)
7.1.1 Experimental Program
328(4)
7.1.2 Results and Discussions
332(4)
7.2 Axial Compressive Failure of High-Strength RC Column
336(14)
7.2.1 Experimental Program
336(3)
7.2.2 Results and Discussions
339(11)
7.3 Eccentrically Compressive Failure of Normal-Strength RC Column
350(14)
7.3.1 Experimental Investigations
350(9)
7.3.2 Numerical Investigations
359(5)
7.4 Eccentrically Compressive Failure of High-Strength RC Column
364(20)
7.4.1 Experimental Investigations
365(16)
7.4.2 Numerical Investigations
381(3)
7.5 Compressive Failure of Stirrups-Confined Concrete Column
384(31)
7.5.1 Experimental Investigations of Circular Concrete Column
385(9)
7.5.2 Experimental Investigations of Square Concrete Column
394(12)
7.5.3 Numerical Investigations
406(4)
7.5.4 Theoretical Analysis on Size-Dependent Stress-Strain Model
410(5)
7.6 Compressive Failure of FRP-Confined Concrete Column
415(26)
7.6.1 Experimental Investigations on CFRP-Confined RC Column
415(12)
7.6.2 Numerical Investigations on CFRP-Confined RC Column
427(5)
7.6.3 Numerical Investigations on GFRP-Confined Concrete Column
432(9)
7.7 Compressive Failure of CFST Columns
441(15)
7.7.1 Numerical Investigations on Ordinary CFST Columns
442(5)
7.7.2 Numerical Investigations on LWACFST Columns
447(9)
7.8 Size Effect Law for Axial-Loaded Confined Concrete Columns
456(18)
7.8.1 Basic Assumptions
456(1)
7.8.2 Size Effect Law for Nominal Axial Compressive Strength
457(9)
7.8.3 Validation of Size Effect Law
466(8)
7.9 Summary
474(1)
References
475(4)
8 Seismic Performances and Size Effect in Columns 479(76)
8.1 Compression-Shear Failure in Stocky RC Columns
480(18)
8.1.1 Seismic Tests on Failure of Stocky RC Columns
480(12)
8.1.2 Simulations on Failure of Stocky RC Columns
492(6)
8.2 Flexural-Compressive Failure of RC Columns
498(21)
8.2.1 Seismic Tests on Failure of RC Columns
498(15)
8.2.2 Simulations on Failure of RC Columns
513(6)
8.3 Compression-Shear Failure in CFST Columns
519(13)
8.3.1 Simulations on Failure of CFST Columns
520(1)
8.3.2 Simulated Results and Size Effect Analysis
521(11)
8.4 Compression-Shear Failure in FRP-Confined Concrete Columns
532(9)
8.4.1 Simulations on Failure of FRP-Confined Concrete Columns
532(2)
8.4.2 Simulated Results and Size Effect Analysis
534(7)
8.5 Size Effect Law for Compression-Shear Failure of Concrete Columns
541(10)
8.5.1 Basic Assumptions
541(1)
8.5.2 Size Effect Law for Nominal Shear Strength
542(7)
8.5.3 Validation of Size Effect Law
549(2)
8.6 Summary
551(1)
References
552(3)
9 Size Effect on Shear Failure of RC Beam-to-Column Joints 555
9.1 Shear Failure of Interior RC Beam-to-Column Joints
555(25)
9.1.1 Seismic Tests on Interior RC Beam-to-Column Joints
555(17)
9.1.2 Simulations on Interior RC Beam-to-Column Joints
572(8)
9.2 Shear Failure of Exterior RC Beam-to-Column Joints
580(13)
9.2.1 Seismic Tests on Exterior RC Beam-to-Column Joints
580(6)
9.2.2 Simulations on Exterior RC Beam-to-Column Joints
586(7)
9.3 Size Effect Law for Shear Failure of Beam-to-Column Joints
593(8)
9.3.1 Basic Assumptions
593(1)
9.3.2 Size Effect Law for Shear Strength
594(5)
9.3.3 Validation of the Theoretical Formula
599(2)
9.4 Summary
601(1)
References
601
Xiuli Du, male, Ph.D, Professor and born in 1962. He is a doctoral tutor and obtained doctors degree for Disaster Prevention and Reduction Engineering and Protective Engineering in Institute of Engineering Mechanics, China Earthquake Administration in 1990. He is a "Cheung Kong Scholar" awarded by the Administration of Education of China, also been supported by the National Natural Science Funds for Distinguished Young Scholar, been awarded the honor of " Outstanding Scientist in China", is one of the talents introduced by The New Century National Hundred, Thousand and Ten Thousand Talent Project in China.He is now vice-president of Beijing University of Technology, Advisory Consultant of Science Departments and head of the Evaluating Committee for Civil engineering and Transportation Engineering of the National Natural Science Foundation of China, Member of the Civil Engineering Group of the Academic Degrees Committee of the State Council. He is the President of InternationalSociety of Lifeline and Infrastructure Earthquake Engineering, committee member of The International Association of Protective Structures, Seismology Society of China, China Civil Engineering Society, The Architectural Society of China, The Chinese Society for Rock Mechanics and Engineering.He has been dedicated to teaching and scientific research of Structure dynamics, Soil dynamics and Geotechnical Earthquake engineering in Harbin Institute of Technology, China, China Institute of Water Resources and Hydropower Research and Beijing University of Technology in China. He has been in charge of more than 30 major national and provincial-level projects and more than 10 projects in community service.He has published more than 400 papers in English and Chinese, and published 3 monograph, in Chinese. He has been awarded 5 2nd Class National Science and Technology Progress Awards, 4 1st Class provincial-level Science and Technology Progress Awards and 3 2nd Class provincial-level Science and Technology Progress Awards. Liu Jin, male, Ph.D, Professor and born in 1985. He is a doctoral tutor, and received his Ph.D. degree in civil engineering in 2014 from Beijing University of Technology (BJUT), China. He did his post-doctoral research in Tsinghua University during 2014-2016. He joined the college of civil and architectural engineering of BJUT in April, 2016, and he became professor in 2016. He is been supported by the National Outstanding Youth Fund of China since 2018.Prof. Liu Jin is the President of the Youth Committee of China Seismological Society for Infrastructure Earthquake Prevention and Disaster Reduction, and member of Sustainable Civil Engineering Research Professional Committee of China Urban Science Research Association. In addition, he is on the editorial board of several journals.Prof. Liu Jin has been dedicated to teaching and scientific research of size effect, design of concrete structures under multiple hazards. His research interest is focused on the mechanical performances of concrete materials and structures subjected to multiple hazards. He is in charge of 1 major Program of National Key Research and Development Project, and 2 program of National Natural Science Foundation of China. He has authored over 160 research articles and several reviews.