Time |
Tuesday, 10 November |
Wednesday, 11 November |
Thursday, 12 November |
Friday, 13 November |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Open A |
Open B |
NATO |
Open A |
Open B |
NATO |
Open A |
Open B |
NATO |
Open A |
Open B |
NATO |
0800- 0940 |
Opening Ceremony, Welcome from US Delegation,
Welcome from GE Delegation, Keynote |
Special
Topics (3A) |
RC
Panel testing (3B) |
Structural
Response (3N) |
Load
Modeling (8A) |
Blast
damage (7B) |
Secondary
Debris Modeling (7N) |
UHPC
Modeling and test (10A) |
Blast
risk modeling (10B) |
|
|
|
|
|
Session Chair:
Dr. Richard Lewis |
Session
Chair: Eric Buzaud |
Session
Chair: Mr. Tim Farrand |
Session
Chair: Dr. Stefan Greulich |
Session Chair: Andy Tyas |
Session
Chair: Mr. Ernest Staubs |
Session
Chair: Radoslav Sovjak |
Session
Chair: Mr. Bart Boonacker |
|
|
|
|
|
Modeling of
Reinforced Concrete with Embedded Rebar and Node Splitting- KG Rakvåg |
Restrained
Ultra High Performance Concrete (UHPC) Slab Response- B. Foust |
An
Engineering Approach for the Simulation of the Structural Response of Systems
Subjected to Dynamic Loading- M. Huebner |
Computational
Blast Loading and Comparison of a Structure Subjected to a Cased Aluminized
Explosive Charge- A..J. Enea |
Characterizing
the Pre-Fracture Response of Glazing to Blast Loads - D. Cormie |
Predicting
Downslope Rubble Propagation Due to Weapon Detonation- K. Kennedy |
Ultra-High
Performance Concrete Under Shock Loading: Experiments and Modelling- B. Erzar |
Deterministic
Consequence Assessment of Urban Spaces due to Blast Loading- A. Stolz |
|
|
|
|
|
Numerical
Simulation of Shock Induced Acetylene Combustion Using Infinite Rate Reaction
Model-F. Togashi |
Penetration
Resistance and Mechanical Properties of Ultra-High-Performance
Fiber-Reinforced Concrete- R. Sovjak |
Effects
of Common Pre-Detonation Materials on Protective Structures-O.
Esquilin-Mangual |
Assessing the Capabilities to Predict
Combined Blast and Fragment Effects- C. Burchfield |
Few
Degrees of Freedom Analysis of Rectangular Glazing Units Under Blast- C.
Morison |
Full
Scale Experiments to Study Secondary Debris Due to Buried Explosives- G.W.
Wathugala |
Size
and Rate Effects of Normal Strength and Ultra-High Performance Concrete
Cylinders - M. Stone |
Correlation
between Urban Blast Confinement and Structural Loads for Quick Threat
Assessment- L. Donahue |
|
|
|
|
|
Study of the
Blast Response of Thin Rectangular Plates Using a Nonlinear SDOF Model- V.
Feldgun |
Testing
and Analysis of Precast Concrete Wall Panels- M. Bazan |
Investigation
of Airblast Phenomena in a Miniature Two-Room Bunker- W. Lenoir |
Development
of Resilient Connections for Blast-Resistant Curtain Wall- Y. Fu |
Design
of Curved Glass Under Blast Loading- W. Wilkinson |
The
Assessment of the Secondary Debris Hazards with the Computer Program STG- A.
Doerr |
Experimental Frequency Domain Assessment of Direct Shear
in NSC and UHPC- E. Maher |
Development
of the Enhanced Load-Tree Apparatus for Structural Resistance Measurement of
Modern Load-Bearing Construction Techniques- M. Newberry |
|
|
|
|
|
Optimized
Speckle Patterns for Digital Image Correlation Measurements with Higher
Spatial Resolution - B. Belkassem |
Concrete
Slabs Subjected to Blast Loads- B. Cavelti |
Design
of Small-Scale Test Article for Internal Detonation Testing- D. Bogosian |
|
Debris Hazards
due to Overloaded Conventional Construction Facades- B. Bewick |
|
Analysis
of Normal-Strength and Ultra-High-Performance Concrete Beams under Impact
Loads- S. Astarlioglu |
FRIDAM
Method to Calculate Blast Propagation, Building Damage, and Injuries from
Small Internal Explosions- C. Oswald |
|
|
|
|
|
|
|
Blast load on
Brickwork- A. Burbach |
|
Protection
Provided by Buildings Against Debris Impact- P. Nussbaumer |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1000-
1140 |
Facility Risks/
Protection (1A) |
Blast on Panels
(2B) |
Intro - Model
Overview (1N) |
Fragment
mitigation (4A) |
Structural
Response (4B) |
Residual
Airblast (4N) |
Combined
Loading (9A) |
Blast testing
(8B) |
Secondary
Debris Consequences (8N) |
Closing Session, US Delegation
Remarks, GE Delegation Remarks |
|
Session
Chair: Col Andreas Goldbach |
Session
Chair: Dr. Colin Morison |
Session
Chair: Mr. Heinrich Dorsch |
Session
Chair: Dr. Werner Arnold |
Session Chair: Mr. Adam Enea |
Session Chair: Dr. Alan Ohrt |
Session
Chair: Andrew Whittaker |
Session
Chair: Dr. Catherine Stephens |
Session
Chair: Dr. Albrecht Bongartz |
|
A
Protective Perimeter Barrier – Design, Testing and Analysis- M.B Pickup |
Blind
Blast Simulation: A Validation Effort Assessment- L. Schwer |
Overview
of the Collaborative Work under the PA on Weapon Effects in Urban Operations-
H. Sohn |
Investigation
of Materials for Mobile Fragment Protection Systems- W. Arnold |
Gabion
Systems Exposed to Blast Pressure Experiental Tests to Validate Numerical
Simulations - A Cooperation between Germany and the UK- D. Pope |
A
Comparison of Residual Airblast Environments from Bare and Cased Explosive
Charges- A. Ohrt |
Reinforced
Concrete Slab under Combined Blast and Fragment Loading- S. Lan |
Influence
of Aluminum Particles Addition on the Effects of High Density Metallic
Explosive Charges- M.O. Sturtzer |
Scaling
Equipment for Defeat from Weapons Effects- C. Fisher |
|
The
Effects of Explosive Substances onto Vending Machines in Public Areas- M.
Behrends |
Experimental
Analysis of Small Masonry Panels Subject to Long Duration Blast Loading- R.
Keys |
Recent
Improvements to the Modular Effectiveness Vulnerability Assessment (MEVA)
Simulation- E. Scarborough |
Full-Scale
Experiments to Determine Shaped Charge Penetration in Sandbag Constructions
from Long Standoff Distances- F. Johnson |
A
Structured Approach to Forensic Study of Explosions: The TNO Inverse Explosion Analysis Tool- M.
M. Van der Voort |
Blast
Propagation through Failing RC Walls- C. Petrovitch |
Fragmentation
Characteristics of Steel Structures with Low Loading Density for Fast-Running
Models- T. Ross |
Experimental
Studies of Blast Wave Developmnent and Target Loading from Near-Field
Spherical PETN Explosive Charges- A. Tyas |
Research
into Secondary Debris and its Potentially Damaging Effects on Personnel,
Infrastructure, and Equipment- E. Staubs |
|
The
use of Compartmentalization in the Protection of Camps- F.G. Hulton |
Effect
of Modeling Assumptions in the Analysis of Curtain Wall Systems under Blast
Loads- M. Schachter |
Coupling
of Fast Running Models to Assess Weapon Effects in Urban Environment- D.
Rossberg |
Concrete
Behavior Under Ballistic Impacts: Effects of Material Parameters to
Penetration Resistance and Modeling with PRM Model- C. Pontiroli |
Internal
Blast Effects on Reinforced Concrete Walls using New Rebar Technologies- M.G.
Oesterle |
Implementation
of a Time-Dependent Wall Failure Model into BlastX- G. Bessette |
Investigation
of Cased Charge Detonation in a Responding Pipe- J.D. Baum |
Blast
Venting in a Shock Tube Blocked by a Thin Diaphragm- J.K. Gran |
Secondary
Debris Effects on Personnel- H. Dorsch |
|
Concrete
Debris Breakup Upon Impact- H.S. Lim |
Testing
and Analysis of Connections for Blast-Loaded Precast Panels- C. Oswald |
High
Speed Computing for the Modeling of Explosive Burst effects on Buildings at
Full Scale and Experimental Assessment- J-M Sibeaud |
|
Progressive
Collapse of a Typical Mid-Rise Reinforced Concrete Building - C. Burchfield |
Bubble-Type'
vs 'Shock-Type' Loading from Buried Explosives- SD Clarke |
Coupled
CFD/CSD Simulations of Dust Production by Fragmenting Charges - O. Soto |
The
AFRL Blastpad 2015: Refinements in Design and Procedures- M. Barreto |
3D
Scanning of Craters - K. Rohen |
|
Protection
of Infrastructure Elements from the effects of IEDs: The Role of the
Mechanical Characterization of Materials at High Strain Rate- E. Cadoni |
Polycarbonate
Curtain Wall Systems for High-Range Blast Loads-D. Barker |
Analysis
of an Engineering Level Airblast Model within a City Landsacpe- S. Frank |
|
|
MineX3D,
Fast-Running Model for Predicting Loads from Underbelly Blast- G. Bessette |
Diagnostic
Techniques for Measuring Combined Blast and Debris Loading on Structures in
the Near Field- R. Cheesman |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1300-
1440 |
High Strain
rates (2A) |
|
Blast Model
Development (2N) |
Ammo analysis
and design (5A) |
Blast & SR
Prediction (5B) |
Penetration
Testing (5N) |
|
Blast
mitigation (9B) |
|
|
|
|
|
Session
Chair: Amanda Schrand |
|
Session
Chair: Mr. Theo Verhagen |
Session
Chair: LtCol Michael Walz |
Session Chair: Dr. Greg Bessette |
Session
Chair: Dr. Holger Sohn |
|
Session
Chair: Ms. Sherri Hodgson |
|
|
|
|
|
Finite
Element Modelling of Split Hopkinson Pressure Bar Experiments on Sand- A.D.
Barr |
|
Towards
a Flexible Fast-Running Blast Effects Model- B. Boonacker |
The
Effects of Gas Pressure Rise Time on Structures - Comparison of Physics Code
and Engineering Analyses- C. Doolittle |
Energy
Based Load-Impulse Diagrams for RC Structual Elements- Y-K Tsai |
Investigations
of a Dual-Mode Penetrator with Enhanced Breaching Effect- C. Schragen |
|
Development
and Testing of an Active Suppression Systems for Reduction of Blast Effect-
E. Mataradze |
|
|
|
|
|
The
use of the Split Hopkinson Bar Tests to Assess the Material Models for
Concrete- G. Riganti and E. Cadoni |
|
BeamBlast:
Blast Path-Finding Algorithms - W. Halswijk |
An
Engineering Model for Hazard Prediction of Ammunition Magazine Doors- M.M.
Van der Voort |
Limits
to Scaled Distances for SDOF Blast Analyses: Parametric Influences on the
Assumption of Pseudo-Static Deflected Shapes- T. Yokoyama |
Effects
of Medium Caliber Ammunition Against MOUT Targets (Part 1)- A. Bongartz |
|
Numerical
and Experimental Study of Polyurethane Foam used as Core Material in
Sacrificial Cladding for Blast Mitigation- H. Ousji |
|
|
|
|
|
Numerical
Analysis of a Ta EFP According to the Liner Shape- Y. Yi |
|
Quasi-Static
Gas Pressure Characteristics From Two Different Cased Explosive Cylinders- A.
Ohrt |
Upgrading
Protection of a Reinforced Concrete Structure Subjected to Internal
Explosion- D. Ornai |
Estimating
Incident and Reflected Air-Blast Parameters: Updated Design Charts- J. Shin |
Effects
of Medium Caliber Ammunition Against MOUT Targets (Part 2)- T. Farrand |
|
Scaled
Centrifuge Testing of Soil-Filled Barriers for Investigation of Breach
Behavior Due to Blast- C.S. Stephens |
|
|
|
|
|
|
|
|
Explosive
Model Test of a New Type Subsurface Magazine- H. Ichino |
|
MOUT
Target/New Target Building- F. Bohmann |
|
|
|
|
|
|
|
|
|
|
Analysis
and Validation of a New Pseudo Underground Storage Structure Design- Y.
Kim |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1500-
1640 |
|
Ammo risk
mitigation (6A) |
Blast
prediction (6B) |
Penetration
Model Dev't (6N) |
|
|
|
|
|
Session
Chair: Helge Langberg |
Session
Chair: Sam Clarke |
Session
Chair: Mr. Martin Bucksch |
|
|
|
|
Blast
& Fragment Effects and Hazards Resulting from Ammunition Storage
According to Safety Standards and Experiments- D. Ornai |
Verification
and Validation of a CFD Code for Modeling Detonations of High
Explosives- J. Shin |
Improved
Penetration Methodologies- S. Greulich |
|
|
|
|
Simulating
Accidental Explosion of Cased and Stacked Sources in Storages - M. Von Ramin |
A
Review of UFC-3-340-02 Blast Wave Clearing Predictions - S.E. Rigby |
Development
of a Fast Running Penetration Methodology for Brick Walls- A. Bongartz |
|
|
|
|
Minimizing
Debris Throw Distance in an Accidentally Exploding Reinforced Concrete
Storage Magazine- E. Bar-on |
Air
Blast Techniques: Comparisons with Close-in Detonation Experiments- L. Schwer |
Modeling
and Simulation of Non-Homogeneous Layering- M. McLaughlin |
|
|
|
|
Effects
of Rubber Sheet on Control of Fragments in Inside Explosion of Earth Covered
Magazines- Y. Nishimoto |
Near-field
Blast Prediction for Thick Steel-Cased Explosives- S. McClennan |
|
|
|
|
|
Optimization
of Layered Material Configuration for Shock Attenuation- J. Verreault |
Explosive
Equivalence for Airblast Calculations- D. Bogosian |
|
|
|
|
|
|
|
|
Numerical
Investigation of Velocity Distribution of Cylindrical Cased Charge Fragments-
H. Grisaro |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|