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。

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