TALK KEYWORD INDEX
This page contains an index consisting of author-provided keywords.
2 | |
2D to 3D ALE | |
3 | |
3D printed concrete | |
3D Printing | |
3D scanning | |
3D warp interlock fabrics | |
3D woven composites | |
3D woven fabrics | |
A | |
Abaqus | |
Abaqus plug-in | |
Additive Manufacturing | |
Adiabatic shear band | |
advanced SDOF model | |
air gun | |
aluminium honeycomb | |
aluminum foam | |
aluminum/Polyethylene Sandwich Structures | |
Analytical model for ring nets | |
Anchorage | |
anisotropy | |
ANN | |
annealed glass | |
Aramid fiber sheet | |
Armor-grade steel | |
Armouring of vehicles | |
Armox 440T | |
Artificial neural networks | |
auxetic | |
Auxetic structures | |
B | |
back face signature | |
ballistic | |
Ballistic impact | |
Ballistic limit | |
Ballistic model | |
Ballistic plate | |
Ballistic Protection | |
Ballistic testing | |
Ballistic tests | |
Ballistics | |
Basalt Macro Fibres (BMFs) | |
Battery safety | |
Beam-column joint | |
Beams | |
BFRP | |
BLADE | |
Blast | |
Blast Containment | |
blast damage assessment | |
blast energy | |
blast fragility | |
Blast load | |
blast loading | |
blast loadings | |
Blast mitigation | |
blast overpressure | |
blast pressure | |
blast propagation | |
Blast Protection | |
Blast resistance | |
Blast resistant design | |
Blast resistant solution | |
Blast response | |
Blast Simulation | |
Blast simulation and modelling | |
blast testing | |
Blast Tunnel | |
blast wave | |
Blast-loaded plate | |
blast-resistant design | |
blast-resistant design of structures | |
bubble pulsation | |
Buckling restrained braced frames (BRBF) | |
Bunkers | |
buried structures | |
C | |
Calibration | |
capping | |
Carbon fiber | |
Carbon Nanotubes | |
Case charge | |
cellular metamaterials | |
ceramic tiles | |
cfd | |
CFRP | |
chloride-induced corrosion | |
close-in | |
close-in blast loading | |
Close-in detonation | |
Coastal resilience | |
coating | |
Collapse | |
Collateral damage estimation | |
columns | |
comparison | |
Complex scenario | |
component-based joint model | |
composite action | |
Composite material dynamic behaviour | |
Composite wall | |
Composites panels | |
compression | |
Computational fluid dynamics | |
Computational Fluid Dynamics simulation | |
Computational Fluid Dynamics(CFD) | |
computational modelling | |
Computational time | |
Concrete | |
Concrete constitutive model | |
Concrete material model | |
Concrete models | |
concrete plate | |
Concreted | |
Confined explosion | |
Constant strain rate | |
constitutive model | |
constitutive Modeling | |
Contact detonation | |
contact detonations | |
Contact explosion | |
contact mechanism | |
Corrosion effect | |
corrugated metal panel | |
Crack orientation | |
critical infrastructure | |
Cross-Laminated Timber | |
curtain-type blast wall | |
Curve | |
Cylindrical charge | |
D | |
Damage evolution | |
Damage index | |
Damage localization | |
Damage mitigation | |
Damage model | |
debris flow impact | |
debris loading | |
Deel learning | |
Defense | |
deformation behavior | |
design | |
design guidelines | |
detonation chamber | |
detonation products | |
different strain rates | |
Digital Image Correlation | |
dimensionless number | |
Double blunt projectile | |
double glazing | |
Double-Double laminate | |
double-layer plate | |
drop-tower | |
dynamic | |
dynamic and Quasi-static Loading | |
Dynamic Bauschinger effect of metals | |
dynamic behavior | |
dynamic bond-slip | |
dynamic characterization | |
dynamic increase factor | |
Dynamic multi-axial tests | |
dynamic properties | |
Dynamic response | |
Dynamic tensile strength | |
E | |
earth-cover magazines (ECMs) | |
Eccentric impacts | |
effective hardness | |
Electromagnetic Hopkinson bar | |
Empirical and semi-empirical formulae | |
energy absorption | |
Energy absorption capacity | |
Energy dissipation | |
energy metrics | |
Energy-equivalency method | |
engineering model | |
epoxy | |
equation of state | |
equipment safeguard | |
Explosive Driven Shock Tube | |
explosive field trial | |
Explosive field trials | |
Explosive load | |
Explosive-driven shock tube | |
Explosively welded plates | |
explosives | |
extreme conditions | |
Extreme loading | |
F | |
failure | |
Failure mechanism | |
Failure Mechanisms | |
failure mode | |
falling debris | |
Fast calculation model | |
FE Modeling | |
FEA analysis | |
FEM | |
fiber reinforced concrete | |
Fiber-reinforced composite | |
fiber-reinforced concrete | |
Fibre-reinforced concrete | |
field tests | |
Fine-grained sandstone | |
Finite Element Analysis | |
Finite Element Modeling | |
Finite element simulation | |
fire exposure | |
Fire Load | |
flexural behaviour | |
floor slabs | |
Fluid Structure Interaction | |
fluid-structure interaction | |
Fluid-structure interaction(FSI) | |
fluidization | |
Foams | |
Fracture toughness | |
fragment | |
Fragment distribution | |
fragmentation | |
Fragmentation of Structural Elements | |
fragments | |
Frangible elements | |
FSP | |
full-scale tests | |
G | |
G-HUPC | |
G-UHPC | |
Gas deflagration | |
Gas detonation | |
gas explosion | |
Geopolymer concrete beams | |
GFRP | |
GFRP-concrete-steel double-skin tubular column | |
glass | |
glass fiber | |
Global analytical model | |
graded structures | |
Gradient Hexachiral Auxetics | |
Gradient structure | |
granular mechanics | |
Graph neural networks | |
green concrete | |
H | |
hazardous distance | |
Heavy weight concrete | |
helmet liner design | |
high speed | |
high strain rate | |
High strain-rate loading | |
high velocity impact | |
High-pressure dynamic strength model | |
High-speed imaging | |
High-speed penetration | |
high-strain rate | |
High-velocity impact | |
high/low-velocity impact | |
honeycomb | |
HPFRC | |
hull vibrations | |
Hydrocode | |
Hydrocode Modelling | |
hydrocodes | |
hydrogen | |
Hydrogen diffusion | |
Hydrogen Explosion | |
Hydrogen leakage | |
Hydrogen refueling station | |
Hydrostatic damage | |
I | |
ice | |
Idealized Triangular Loading (ITL) | |
Ignition Parameters | |
impact | |
impact absorption | |
Impact and explosion loadings | |
impact energy | |
Impact energy absorption | |
impact loading | |
impact loading test | |
Impact Loadings | |
Impact loads | |
Impact mechanics | |
impact modelling | |
impact resistance | |
impact response | |
Impact Simulation | |
impact-resistant behavior | |
In-situ | |
infill pattern | |
Interface | |
Interleaved Composites | |
interlocking brick | |
internal explosion | |
Investment Casting | |
J | |
Johnson-Cook model | |
K | |
Kong-Fang constitutive model | |
L | |
labs | |
laminated glass | |
large caliber | |
large deformation | |
Large language model | |
Lattice | |
lattice materials | |
Lattice structure | |
lattice structures | |
Load Blast Enhanced (LBE) | |
Loblolly Pine | |
Local failure | |
localized blast loading | |
Loss of multiple columns | |
Low velocity impact resistant | |
low-velocity impact | |
LS-DYNA | |
LS-DYNA® | |
M | |
Machine learning | |
Magnesium alloy | |
Masonry walls | |
material | |
material characterization | |
Material testing | |
mechanical behavior | |
mechanical characterization | |
mechanical properties | |
Mechanical shock | |
medical | |
Metalic and Composite material solution | |
metallic core | |
MetaMaterials | |
military and civilian structures | |
military loading of structures | |
Modeling of Blast Loads | |
Modeling of Coupled Blast and Response | |
Modeling of Structural Response | |
Modelling | |
Modular | |
mortar-less | |
Moving explosion | |
Multi- axial 3D weaving | |
multi-fragments | |
Multi-layer composites | |
Multi-material | |
Multi-Material Arbitrary Lagrangian-Eulerian (MM-ALE) | |
Multi-physics coupling | |
Multiscale Modelling | |
N | |
Nanofiber | |
Naval protection systems | |
near-field explosion | |
Negative reaction force | |
nonlinear dynamic analysis | |
nonlinear FE analysis | |
Nonlinear volumetric behavior | |
Nose shape | |
Numerical analysis | |
numerical model | |
Numerical modeling | |
Numerical Simulation | |
Numerical simulation and modelling | |
numerical simulations | |
O | |
ordnance disposal | |
Overpressure Development | |
P | |
P-I diagram | |
P-I diagrams | |
partially confined spaces | |
Peak stress | |
Penetration | |
penetration and perforation | |
penetration resistance | |
perforation tests | |
performance | |
performance improvement | |
performance-based design | |
PI-charts | |
Piezoelectric Sensors | |
Pipes | |
plastic explosive | |
pneumatic launcher | |
point cloud | |
Poisson’s ratio | |
Polyacrylonitrile | |
Polycarbonate | |
polyurea | |
Polyurea resin | |
polyurethane | |
post-tensioning | |
pre-cast | |
Pre-crack | |
pre-layered steel plates | |
precast concrete sandwich wall panel | |
Predictive Modelling | |
prestressed | |
progressive collapse | |
Projectile | |
Projectile impact | |
Projectile impact test | |
propagation | |
protection | |
protection of public spaces | |
protection strategy | |
Protective | |
Protective Helmet | |
protective structure | |
Protective structures | |
PU | |
pyramidal lattice structure | |
Q | |
quasi-static | |
R | |
radiation protection | |
RC column | |
RC slab | |
RC slabs | |
Re-entrant honeycomb | |
Rear surface reinforcement | |
Reflected pressure | |
reinforced-concrete | |
reinforcement detailing | |
Reinforcement ratio | |
reliability | |
Residual capacity | |
residual properties | |
residual static load-bearing capacity | |
residual structural capacity | |
resin coating | |
Response of structural elements to explosion loads | |
Response of structures to explosion loads | |
Response surface methodology | |
retrofitting | |
RHT | |
Rigid projectile impact | |
risk | |
robustness | |
Rockfall barriers | |
rockfall protection fence | |
Roofing systems | |
S | |
S235 steel | |
sacrificial elements | |
safety | |
safety zone | |
sandwich composite | |
sandwich panel | |
sandwich panels | |
sandwich structures | |
scaled distance | |
scaled model | |
Scaling Effects | |
Seawater sea sand concrete | |
secondary debris | |
Seismic-induced damage | |
self-assembly | |
Self-Centering | |
Shear performance | |
shielding | |
Shock Loading | |
shock protection | |
Shock response spectrum (SRS) | |
Shock Tube Tests | |
shock waves | |
shockwave parameters | |
SHPB | |
Simulation | |
single-degree-of-freedom | |
SLA | |
Slippage | |
Small-scale RC column | |
Smart Composite Structural Insulated Panels (CSIPs) | |
SMAs | |
soil-cement | |
spalling | |
Square RC column | |
steel panel | |
steel plate | |
Steel tubular columns | |
Steel-BFRP composite bars (SBCBs) | |
stereoscopic high-speed Digital image correlation | |
stiffener | |
strain rate | |
strain rate effect | |
Strain Rate Effects | |
strain-hardening cementitious composite | |
strength | |
Strength criterion | |
Strengthening | |
Strengthening and retrofitting techniques | |
Structural assessment | |
Structural blast analysis | |
structural collapse | |
Structural collapse mitigation strategies | |
structural complexity | |
Structural design | |
Structural Health Monitoring | |
Structural Response to Severe Blast Loads | |
Structural surface | |
structural toughness | |
Structural Vulnerability Assessment | |
Structure | |
Structures | |
successive explosions | |
Superelastic | |
support reactions | |
support rotation | |
System degradation | |
T | |
Technical Textiles | |
temperature | |
Temperature Distribution | |
tensile properties | |
terminal ballistics | |
terrorist attacks | |
Test standards | |
testing | |
thermal chamber | |
thermoplastic | |
thermoset | |
Time history | |
TNT equivalent | |
Trials | |
triply periodic minimal surface | |
Two stage penetration | |
Two-stage ucoupled models | |
U | |
UHMWPE | |
UHMWPE Composites | |
UHPC | |
UHPC beam | |
UHPFRC | |
Ultra high performance concrete | |
ultra-high-performance concrete | |
uncertainty | |
unconnected layers | |
Uncoupled Eulerian Lagrangian | |
Underground Structure | |
underwater explosion | |
Unified Facilities Criteria | |
uniform blast load | |
Unit Cell | |
Unit cells | |
urban | |
V | |
Validation | |
VBIED | |
vehicle borne improvised explosive device | |
vehicle impact loads | |
Vehicular impact | |
ViperBlast | |
W | |
warheads | |
Wind Borne Debris | |
Woven Composites | |
X | |
X-CT | |
Y | |
YOLOv5 |