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Behavior of Metallic and Composite Structures (Second Volume)
Behavior of Metallic and Composite Structures (Second Volume)
Autore Sadowski Tomasz
Pubbl/distr/stampa Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021
Descrizione fisica 1 electronic resource (325 p.)
Soggetto topico Technology: general issues
Soggetto non controllato steel–concrete composite bridge
I-shaped beam
concrete creep
temperature
prediction
experiment
through-beam joint
concrete filled steel tube (CFST) columns
reinforced concrete (RC)
axial compressive behaviour
steel mesh
local compression
confined concrete
height factor
curved steel–concrete composite box beam
two-node finite beam element with 26 DOFs
long-term behavior
age-adjusted effective modulus method
C-section
TH-section
distortional mode
medium length
interactive buckling
compression
Koiter’s theory
FEM
dynamic pulse buckling
composite stanchion
FE analysis
nonlinear analysis
crashworthiness
modulus of elasticity
pine wood
wood defects
knots
laboratory tests
beams
glued laminated timber
ceramic-matrix composites (CMCs)
minicomposite
tensile
damage
fracture
timber
natural composite
Kolsky method
deformation diagrams
wood species
energy absorption
wood model
verification
nonlinear stability
square plate
shear forces
components of transverse forces in bending
membrane components of transverse forces
4 methods (CPT, FSDT, S-FSDT, FEM)
connection
test
bolt
steel plate
moisture content
failure
AlCrN
arc current
structure
hardness
adhesion
wear
turbine jet engine
material tests
ember-resistant alloys
wood
cohesive law
digital image correlation
fracture mechanics
mixed mode I+II loading
dual adhesive
single lap joints
numerical modeling
artificial neural networks
sandwich panels with corrugated channel core
3D-printed sandwich
bending response
mechanism maps
geometrical optimization
dislocation–boundary interaction
dislocation–interface interaction
deformation twin-boundary interaction
size effect
boundary structure
boundary strengthening
characterization techniques
adhesive joint
adhesive bond strength
adhesive layer thickness
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Altri titoli varianti Behavior of Metallic and Composite Structures
Record Nr. UNINA-9910557392303321
Sadowski Tomasz  
Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Computational Methods for Fracture
Computational Methods for Fracture
Autore Rabczuk Timon
Pubbl/distr/stampa MDPI - Multidisciplinary Digital Publishing Institute, 2019
Descrizione fisica 1 electronic resource (404 p.)
Soggetto non controllato Brittle Fracture
microstructure
fatigue crack growth
fracture process zone (FPZ)
crack shape change
fracture network modeling
Mohr-Coulomb
fracture
SBFEM
topological insulator
fatigue
progressive collapse analysis
Phase-field model
loss of key components
concrete creep
compressive stress
rail squats
cracks
force transfer
rolling contact
damage-plasticity model
implicit gradient-enhancement
extended scaled boundary finite element method (X-SBFEM)
three-parameter model
LEFM
overall stability
EPB shield machine
metallic glass matrix composite
phase field
reinforced concrete core tube
bulk damage
ductility
thermomechanical analysis
incompatible approximation
moderate fire
finite element simulations
shear failure
FSDT
gradient-enhanced model
prestressing stress
self-healing
peridynamics
damage-healing mechanics
stress intensity factors
damage
dam stress zones
shear band
rock fracture
random fracture
surface crack
plate
steel reinforced concrete frame
super healing
brittle material
geometric phase
FE analysis
grouting
rock
elastoplastic behavior
parameters calibration
screened-Poisson model
anisotropic
numerical simulation
Discontinuous Galerkin
brittle fracture
XFEM/GFEM
topological photonic crystal
photonic orbital angular momentum
conditioned sandy pebble
yielding region
finite element analysis
fluid-structure interaction
cracking risk
Mindlin
ABAQUS UEL
particle element model
HSDT
cell-based smoothed-finite element method (CS-FEM)
the Xulong arch dam
ISBN 3-03921-687-2
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910367750103321
Rabczuk Timon  
MDPI - Multidisciplinary Digital Publishing Institute, 2019
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui