Size Effect in Concrete Materials and Structures
举报
-
作者:
XiuliDu,LiuJin
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出版社:
科学出版社
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ISBN:
9787030676962
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出版时间:
2021-01
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版次:
1
-
装帧:
精装
-
开本:
16开
-
纸张:
胶版纸
-
页数:
602页
-
作者:
XiuliDu,LiuJin
-
出版社:
科学出版社
-
ISBN:
9787030676962
-
出版时间:
2021-01
-
版次:
1
-
装帧:
精装
售价
￥
157.00
4.0折
定价
￥388.00
品相
九五品
上书时间2024-03-30
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商品描述：
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基本信息
书名:Size Effect in Concrete Materials and Structures
定价：388.00元
作者:XiuliDu,LiuJin
出版社：科学出版社
出版日期：2021-01-01
ISBN：9787030676962
字数：
页码：602
版次：
装帧：精装
开本：16开
商品重量：
编辑推荐
内容提要
《Size Effect iConcrete Materials and Structures》系统介绍了作者及其研究团队近十多年来在混凝土材料及构件尺寸效应研究方面的研究成果，全书共分为九章。该书系统回答了3个重要问题：1）混凝土动态尺寸效应规律，即应变率如何影响尺寸效应；2）构件层次尺寸效应与材料层次尺寸效应的关联性；3）构件层次尺寸效应律的构建。 《Size Effect iConcrete Materials and Structures》内容翔实，实用性强，非常适合于可供从事混凝土工程结构设计方面的工程技术人员和科技人员等，以及土木工程专业高年级本科生和研究生阅参考。
目录
1 Introduction 1.1 Concept of Size Effect 1.2 Source of Size Effect 1.3 Size Effect Laws 1.3.1 Static Size Effect of Concrete Materials 1.3.2 Dynamic Size Effect of Concrete Materials 1.3.3 Size Effect of Concrete Members 1.4 Scope References2 Concrete othe Meso-level 2.1 Coarse Aggregate Particles 2.2 Mortar Matrix 2.3 Interfacial Transitional Zone (ITZ) References3 Methodology: Meso-Scale SimulatioApproach 3.1 Mesoscopic Numerical Methods 3.1.1 Lattice Model 3.1.2 Stochastic Mechanical Property Model 3.1.3 Random Particle Model 3.1.4 Rigid Body-Spring Model 3.1.5 Random Aggregate Model 3.1.6 Mesoscopic Element Equivalence Method 3.1.7 Other Numerical Methods 3.2 Geometric Model 3.2.1 Random Aggregate Model of Concrete 3.2.2 Steel Rebar 3.2.3 FRP Sheet 3.2.4 Steel Tube 3.3 Material Model 3.3.1 Damaged Plasticity Model 3.3.2 Elastoplastic Model 3.3.3 Elastic-Brittle Model 3.4 StraiRate Effect 3.4.1 Code Recommendations 3.4.2 Hao Hong's Model 3.5 InteractioModel 3.5.1 Node-to-Node InteractioModel 3.5.2 Surface-to-Surface Contact Model 3.6 Validatioof SimulatioMethod 3.6.1 Material 3.6.2 Beam 3.6.3 Column 3.6.4 Beam-to-ColumJoint 3.7 Summary References4 Static Size Effect iConcrete Materials 4.1 Tensile Strength of Concrete Materials 4.1.1 Morphological Material Model for Concrete 4.1.2 Multi-grade Analysis Method for Cementitious Systems 4.1.3 Validatioand Analysis 4.2 Splitting-Tensile Strength of Concrete Materials 4.2.1 Experimental Analysis 4.2.2 Numerical Analysis 4.3 Flexural-Tensile Strength of Concrete Materials 4.3.1 Experimental Analysis 4.3.2 Numerical Analysis 4.4 Compressive Strength of Concrete Materials 4.4.1 Size Effect of Lightweight Aggregate Concrete 4.4.2 Size Effect oBi-axial Compressive Behavior 4.5 Novel Size Effect Law Considering MAS 4.6 Summary References5 Dynamic Size Effect iConcrete Materials 5.1 Dynamic Size Effect oSplitting-Tensile Strength 5.1.1 Dynamic Failure Behavior 5.1.2 Influence of StraiRate 5.2 Dynamic Size Effect oTensile Strength 5.2.1 Dynamic Failure Behavior 5.2.2 Influence of StraiRate 5.3 Dynamic Size Effect oCompressive Strength 5.3.1 Dynamic Failure Behavior 5.3.2 Influence of StraiRate 5.4 Influence of Meso-Structure 5.4.1 Influence of Aggregate Content 5.4.2 Influence of Maximum Aggregate Size 5.4.3 Influence of Aggregate Type 5.5 Influence of Initial Loads 5.5.1 Dynamic Compressive Failure 5.5.2 Dynamic Size Effect 5.6 Static-Dynamic Unified Size Effect Law 5.6.1 Basic Assumptions 5.6.2 Dynamic Size Effect Law for Concrete 5.6.3 Validatioof the Theoretical Formula 5.7 Summary References6 Size Effect iShear and Flexure Failure of Concrete Beams 6.1 Shear Failure iReinforced Concrete Beams Without Stirrups 6.1.1 Failure of Ordinary Concrete Beam 6.1.2 Failure of Lightweight-Aggregate Concrete Beams 6.2 Shear Failure iReinforced Concrete Beams with Stirrups 6.2.1 Seismic Tests oShear Failure of RC Beams 6.2.2 Simulations oShear Failure of RC Beams 6.3 Shear Failure iCFRP-Wrapped Concrete Beams 6.3.1 CFRP-Strengthened Ordinary Concrete Beams 6.3.2 CFRP-Strengthened Lightweight-Aggregate Concrete Beams 6.4 Flexural Failure iReinforced Concrete Beams 6.4.1 Seismic Tests oFlexural Failure of RC Beams 6.4.2 Simulations oFlexural Failure of RC Beams 6.5 Size Effect Law for Shear Failure iConcrete Beams 6.5.1 Basic Assumptions 6.5.2 Size Effect Law for Shear Strength 6.5.3 Validatioof the Theoretical Formula 6.6 S
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