Qin Fang、Hao Wu*的《Concrete Structures under Projectile Impact(精)》， the authors present their theoretical, experimental and numerical investigations into concrete structures subjected to projectile and aircraft impacts in recent years. Innovative approaches to analyze the rigid, mass abrasive and eroding projectile penetration and perforation are proposed. Damage and failure analyses of nuclear power plant containments impacted by large commercial aircrafts are numerically and experimentally analyzed. Ultra-high performance concrete materials and structures against the projectile impact are developed and their capacities of resisting projectile impact are evaluated. This book is written for the researchers, engineers and graduate students in the fields of protective structures and terminal ballistics.
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1 Introduction
1.1 Background
1.2 Scope
Part I Projectile Impact
2 Projectile Impact Phenomena and Existing Studies
2.1 Local Response of Concrete Targets Under Projectile Impact
2.2 Empirical Models
2.2.1 Modified Petry Formula(Petry 1910; Samuely 1939)
2.2.2 Ballistic Research Laboratory (BRL) Formula(Beth 1941; Chelapati et al. 1972; Gwaltney 1968;Adeli and Amin 1985)
2.2.3 Army Corps of Engineers (ACE) Formula(ACE 1946; Chelapati et al. 1972)
2.2.4 Modified National Defense Research Committee(NDRC) Formula (NDRC 1946; Kennedy 1966)
2.2.5 Ammann and Whimey Formula (Kennedy 1976;Ben-Dor 2013)
2.2.6 Whiffen Formula (Whiffen 1943)
2.2.7 Kar Formula (Kar 1978)
2.2.8 CEA-EDF Perforation Formula (Berriaud 1978)
2.2.9 UK Atomic Energy Authority (UKAEA) Formula(Barr 1990)
2.2.10 Bechtel Formula (BPC 1974; Rotz 1976; Sliter 1980;Bangash 1993)
2.2.11 Stone and Webster Formula(Sliter 1980; Jankov et al. 1976)
2.2.12 Degen Perforation Formula (Degen 1980)
2.2.13 Chang Formula (Chang 1981)
2.2.14 Haldar-Hamieh Formula(Haldar and Hamieh 1984)
2.2.15 Adeli-Amin Formula (Adeli and Amin 1985)
2.2.16 Hughes Formula (Hughes 1984)
2.2.17 Healey and Weissman Formula (Bangash 1989)
2.2.18 IRS Formula (Bangash 1993)
2.2.19 CRIEPI Formula (Kojima 1991)
2.2.20 TM 5-855-1 Formula (TM 5-855-1 1986)
2.2.21 UMIST Formula (Reid and Wen 2001; BNFL 2003;Li et al. 2005)
2.2.22 Wen Formula
2.2.23 Berezan Formula (Sagomonyan 1974)
2.3 Semi-analytical Models
2.3.1 Penetration
2.3.2 Perforation
2.4 Numerical Simulation
2.5 Summary
3 Rigid Projectile Penetration
3.1 Introduction
3.2 Classical Cavity Expansion Models
3.3 Extended Cavity Expansion Model
3.3.1 Solution of the Extended Cavity Expansion Model
3.3.2 One-Dimensional Resistance Function of Concrete Targets
3.3.3 Analysis and Discussion
3.4 Unified Deep Penetration Model
3.4.1 Mean Resistance
3.4.2 DOP
3.4.3 Validation
3.5 Perforation Model of Thick Concrete Slabs
3.5.1 Three-Stage Perforation Model
3.5.2 Height of Rear Crater
3.5.3 Perforation Limit and Ballistic Limit
3.5.4 Residual Velocity
3.5.5 Validation
3.6 Perforation Model of Thin Concrete Slabs
3.6.1 Perforation Test
3.6.2 Perforation Model of Thin Concrete Slabs
3.6.3 Validation
3.7 Unified Perforation Model of Thick and Thin Concrete Slabs
……
4 Mass Abrasive Projectile Penetration
5 Eroding Projectile and Shaped Charge Jet Penetrations
6 Efficient Decoupled AnalyticalfNumerical Approach of Terminal Ballistic Trajectory
7 Numerical Simulation of Projectile Impact on Concrete Targets
Part II Aircraft Impact
8 Aircraft Impact Force
9 Numerical Simulation of A320 Aircraft Impact on NPP Containments
10 Aircraft Engine Impact on UHP-SFRC Slabs
Part III Protective Materials and Structures
11 UHPCC Targets Under Projectile Impact
12 Concrete Structures Under Projectile Impact
References
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