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 | |