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  • UHPCC Under Impact and Blast(精)
  • 新华书店正版
    • 作者: Qin Fang//Hao Wu//Xiangzhen Kong著
    • 出版社: 科学出版社
    • 出版时间:2021-01-01 00:00:00
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    商品参数
    • 作者: Qin Fang//Hao Wu//Xiangzhen Kong著
    • 出版社:科学出版社
    • 出版时间:2021-01-01 00:00:00
    • 版次:1
    • 印次:1
    • 印刷时间:2020-09-01
    • 页数:504
    • 开本:16开
    • 装帧:平装
    • ISBN:9787030676986
    • 国别/地区:中国
    • 版权提供:科学出版社

    UHPCC Under Impact and Blast(精)

    作  者:Qin Fang//Hao Wu//Xiangzhen Kong 著
    定  价:398
    出 版 社:科学出版社
    出版日期:2021年01月01日
    页  数:504
    装  帧:精装
    ISBN:9787030676986
    主编推荐

    内容简介

    本书研究超高强度混凝土的静、动态力学性能,以及抗冲击、抗爆炸性能,对于防护结构的设计和安全评估具有重要意义;对于揭示冲击和爆炸荷载作用下,超高性能水泥基材料与构件的损伤破坏机理与动态响应、开发新型混凝土本构模型和算法、高性能混凝土结构设计具有重要的学术价值。本书主要供从事混凝土材料抗冲击、爆炸领域的研究人员和相关专业研究生阅读参考。

    作者简介

    精彩内容

    目录
    1 Static Mechanical Properties of UHPCC
    1.1 Introduction
    1.2 Test Program
    1.2.1 Raw Materials and Mixture Proportions
    1.2.2 Specimen Preparation and Curing
    1.3 Instrumentation and Loading Scheme
    1.3.1 Cubic Compressive Test
    1.3.2 Axial Compressive Test
    1.3.3 Direct Tensile Test
    1.3.4 Four-Point Flexural Test
    1.3.5 Three-Point Flexural Test
    1.4 Test Results and Discussion
    1.4.1 Compression Test
    1.4.2 Direct Tension Test
    1.4.3 Four-Point Flexure Test
    1.4.4 Three-Point Flexure Test
    1.5 Summary
    References
    2 Dynamic Compressive Mechanical Properties of UHPCC
    2.1 Introduction
    2.2 Specimen Preparation
    2.3 SHPB Test
    2.3.1 Test Device
    2.3.2 Test Technique
    2.4 Test Results and Discussions
    2.4.1 Stress Equilibrium
    2.4.2 Strain Rate Determination
    2.4.3 Dynamic Failure Pattern
    2.4.4 Dynamic Stress-Strain Curve
    2.4.5 Dynamic Increase Factor
    2.4.6 Energy Absorption Capacity
    2.5 Visco-Elastic Damage Model
    2.5.1 Nonlinear Visco-Elastic Model
    2.5.2 Model Calibration and Validation
    2.6 Summary
    References
    3 Dynamic Tensile Mechanical Properties of UHPCC
    3.1 Introduction
    3.2 Specimen Preparation
    3.3 Dynamic Spalling Test
    3.3.1 Test Device
    3.3.2 Test Technique
    3.4 Test Results and Discussions
    3.4.1 Dynamic Failure Patterns
    3.4.2 Dynamic Spalling Strength
    3.4.3 Relations Between the Critical Time to Fracture
    and Dynamic Spalling Strength
    3.4.4 Dynamic Increase Factor
    3.5 Summary
    References
    4 Triaxial Compressive Behavior of UHPCC and Application
    in the Numerical Analyses of Projectile Impact
    4.1 Introduction
    4.2 A Review of the Existing Works on Triaxial Behavior
    of Concrete
    4.3 Mixing Optimization of UHPCC and Triaxial Compression
    Test
    4.3.1 Compositions
    4.3.2 Mixing Procedure
    4.3.3 Triaxial Compression Test
    4.4 Results and Analysis
    4.4.1 Failure Pattern
    4.4.2 Stress-Strain Curve
    4.4.3 Failure Criteria
    4.4.4 Toughness
    4.5 Applications in the Numerical Analyses
    4.5.1 Brief Introduction of HJC Constitutive Model
    4.5.2 HJC Model Parameters for HSC
    4.5.3 Validations
    4.6 Summary
    References
    ……
    5 Projectile Penetrations into Coarse Aggregated UHPCC
    Targets
    6 Impact Resistance of Basalt Aggregated UHP-SFRC/Fabric
    Composite Panels Against Small Caliber Arm
    7 Impact Resistance of Armsector Steel/Ceramic/UHPCC
    Layered Composite Targets Against 30CrMnSiNi2A Steel
    Projectiles
    8 Response of UHPCC-FST Subjected to Low-Velocity Impact
    9 Dynamic Responses of Reinforced UHPCC Members Under
    Low-Velocity Lateral Impact
    10 Residual Axial Capacity of UHPCC-FST Column Under
    Contact Explosion
    11 Experimental and Numerical Study of UHPCC-FST Columns
    Subjected to Close-Range Explosion
    12 Experimental Study on the Residual Seismic Resistance
    of UHPCC Filled Steel Tube (UHPCC-FST) After Contact
    Explosion
    13 Experimental and Numerical Studies on Dynamic Behavior
    of Reinforced UHPCC Panel Under Medium-Range
    Explosions
    14 Constitutive Modelling of UHPCC Material Under Impact
    and Blast Loadings

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