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Development of Ultra-High Performance Concrete against Blasts: From Materials to Structures presents a detailed overview of UHPC development and its related applications in an era… Read more
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Development of Ultra-High Performance Concrete against Blasts: From Materials to Structures presents a detailed overview of UHPC development and its related applications in an era of rising terrorism around the world. Chapters present case studies on the novel development of the new generation of UHPC with nano additives. Field blast test results on reinforced concrete columns made with UHPC and UHPC filled double-skin tubes columns are also presented and compiled, as is the residual load-carrying capacities of blast-damaged structural members and the exceptional performance of novel UHPC materials that illustrate its potential in protective structural design.
As a notable representative, ultra-high performance concrete (UHPC) has now been widely investigated by government agencies and universities. UHPC inherits many positive aspects of ultra-high strength concrete (UHSC) and is equipped with improved ductility as a result of fiber addition. These features make it an ideal construction material for bridge decks, storage halls, thin-wall shell structures, and other infrastructure because of its protective properties against seismic, impact and blast loads.
Civil and structural engineers, materials scientists, architects and structural designers, PhD students working in materials, blast and impact engineering
Chapter 1 Introduction
Chapter 2 Materials of Ultra-High Performance Concrete
Chapter 2.1 Introduction
Chapter 2.2 Mix design of Ultra-High Performance Concrete
Chapter 2.3 Effects of Steel Fibres on Dynamic Strength of Ultra-High Performance Concrete
Chapter 2.4 Influences of Nanoparticles on Dynamic Strength of Ultra-High Performance Concrete
Chapter 2.5 Meso-Scale Modelling of Ultra-High Performance Concrete
Chapter 3 Ultra-High Performance Concrete Slabs
Chapter 3.1 Introduction
Chapter 3.2 Ultra-High Performance Concrete Slabs under Blast Loads
Chapter 3.3 Steel Wire Mesh Reinforced Ultra-High Performance Concrete Slabs under Blast Loads
Chapter 3.4 Numerical Study of Ultra-High Performance Concrete Slabs and Steel Wire Mesh Reinforced Ultra-High Performance Concrete Slabs under Blast Loads
Chapter 4 Ultra-High Performance Concrete Columns
Chapter 4.1 Introduction
Chapter 4.2 Blast Resistance of Ultra-High Performance Twisted Steel Fibre Concrete
Columns loads
Chapter 4.3 Blast Resistance of Ultra-High Performance Micro Steel Fibre Concrete Columns
Chapter 4.4 Residual loading capacity of Ultra-high performance concrete columns after blast
Chapter 4.5 Numerical Simulation of Ultra-High Performance Concrete Columns
Chapter 5 Ultra-High Performance Concrete Filled Columns
Chapter 5.1 Introduction
Chapter 5.2 Experimental Study of CFDST Columns infilled with UHPC against Close-range Blasts
Chapter 5.3 Residual Capacity of UHPC Filled Steel Tube Columns against Close-range Blasts Chapter
5.4 Numerical Simulation of Concrete filled Steel Tube Columns against Blasts Chapter
5.5 Numerical Simulation of Concrete filled Double-Skin Steel Square Tubular Columns against Blasts
Chapter 5.6 Numerical Study of Blast Resistance of Square CFDST Columns with Steel-Fibre Reinforced Concrete
Chapter 6 Conclusions and Future Works
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