Advanced Materials Research
Vols. 47-50
Vols. 47-50
Advanced Materials Research
Vols. 44-46
Vols. 44-46
Advanced Materials Research
Vol. 43
Vol. 43
Advanced Materials Research
Vols. 41-42
Vols. 41-42
Advanced Materials Research
Vols. 39-40
Vols. 39-40
Advanced Materials Research
Vol. 38
Vol. 38
Advanced Materials Research
Vols. 33-37
Vols. 33-37
Advanced Materials Research
Vol. 32
Vol. 32
Advanced Materials Research
Vol. 31
Vol. 31
Advanced Materials Research
Vols. 29-30
Vols. 29-30
Advanced Materials Research
Vols. 26-28
Vols. 26-28
Advanced Materials Research
Vols. 24-25
Vols. 24-25
Advanced Materials Research
Vol. 23
Vol. 23
Advanced Materials Research Vols. 33-37
DOI:
ToC:
Paper Title Page
Abstract: The explicit numerical method is used to trace the impact procedure of the tube columns
impacted by a rigid body. The bar and rectangle tube models are both used to simulate the tube
column. The elastic and elas-plastic impact load with different mass ratio and impact speed are
obtained. The calculation results show that: for elastic models, the bigger the mass ratio and the
higher the rigid body speed, the bigger the peak value of elastic impact load; at the same time, the
more obvious the reduction effect of local buckling of rectangle tube on the peak value of impact load
and the longer the contact time of tube model; so the peak value of impact load of the rectangle tube is
not proportional to the rigid body speed. The stress wave in the tube causes a little difference between
the load curves of tube model and bar model. For elas-plastic models, the higher the rigid body speed
and the smaller the mass ratio, the bigger the peak value of impact load and the longer the contact
time. The higher the rigid body speed, the bigger the difference between elastic and elas-plastic
impact load peak value due to the expanding of plasticity. Because of the effect of local buckling, the
peak value of elas-plastic impact load of rectangle tube is always lower than that of bar.
363
Abstract: We demonstrate how algorithms to compute hierarchical triangular meshes. We can
generate the hierarchical triangular meshes using level-of-detail for the mesh data structure. We
perform hierarchical regional partitions using Ward's method with hierarchical data structure to
achieve the level-of-detail. The meshes using this data structure can be hierarchically compressed
and be unpacked at a faster pace. Additionally, we introduce the adaptive mesh generation
algorithms for the parameters of computational mechanics by setting some kind of metrics in the
level-of-detail.
369
Abstract: A group of geometrically similar elements is automatically generated layer by layer
around the tip of crack. By taking advantage of the same stiffness and similar mass of similarly
shaped elements, the combined stiffness matrix and combined inertia matrix in area can be
expressed by the displacement row matrix of outer polygon. The global stiffness matrix will be
obtained if the combined stiffness matrix and combined inertia matrix of area are assembled to
those of another elements according to corresponding nodes. The small set of generalized
coordinates can be obtained through solving the equation, and then the dynamic stress intensity
factor of crack will be obtained. The three points bending with single crack and shearing model
with double cracks in explosive loading were calculated with finite geometrically similar element
method.
375
Abstract: Experimental works using a drop weight impact test method have been performed on a
circular sheet specimen to evaluate and to characterize the impact resistance of the sheet-type plastic
components designed for automotive wheel covers. Evaluation has been conducted for a set of
engineering plastics: polycarbonate (PC), acrylonitrile-butadiene-styrene (ABS) and their blend
(PC/ABS). The testing results showed that the PC/ABS blend specimens failed in brittle manner
under higher impact speeds with very few of whitening zones. Secondary cracks captured
perpendicular to fracture surface were also found in the mid-plane of the scattered PC/ABS blend
specimens. Investigation is then focused on this blend and the testing results describe that impact
resistance of the specimen made of this alternative material is determined by ABS not by PC.
Combination of structures between PC and ABS through the thickness in the core due to their
immiscibility was observed by scanning electron microscope (SEM) on the etched PC/ABS specimen.
This latter result well correlates the results obtained from the testing. It therefore reveals that
immiscibility between PC and ABS in the blend plays an important role in determining the impact
resistance of the components. This paper also presents simulative results of the test obtained from a
FEA work by introducing a 3D- layered finite element (FE) model of the PC/ABS specimen to take
into account effect of a layer in the core on the behavior of the blend.
381
Abstract: In this paper, the prediction and comparison of the behavior of thin-walled prismatic
structures (square tube, top-hat and double-hat sections) in absorbing energy using theoretical and
numerical analysis are presented. Equations to predict crushing length and dynamic mean crushing
force of top-hat and double-hat sections were applied for material mild steel St37 and the effect of
spot weld positions are also figured out. For comparison, an explicit non-linear commercial finite
element code LS-DYNA was used to predict the response of the structures subjected to axial
crushing. It was found that results of numerical methods and theoretical prediction have good
agreement. Assuming that the failure of spot-weld is neglected, mean dynamic crushing force of
double-hat section is 90% higher compared to that of square tube.
387
Abstract: The 3-D finite element analysis model of beam-edge structure with spaced multiple layers
under bird impact is established. Numerical simulations are implemented by using the non-linear
contact-impact code ANSYS/LS-DYNA when the birds collide at three locations of the structure
respectively. The failure process of the structure and the equivalent plastic strain at supports are
obtained. The residual strength of the structure after impact is predicted. The results show that the
front spars are penetrated or cracked after the leading edge is perforated. The equivalent plastic strain
at the support is much higher when the bird impacts the structure at the central location. Both the
structure deformation and failure mode from the simulation are consistent with the results of full scale
test, which proves the validity of the method proposed in this paper.
395
Abstract: This paper attempted to study the properties of Slapper detonator non-energetic elements
through exerting impact on them by Hopkinson Pressure Bar and evaluating the acceleration that
samples received in accordance with one-dimensional stress wave theory. The results showed that the
velocity pulse width could be controlled and acceleration pulse width be improved by varying the
pulse shaper material and strike bar length. And the critical acceleration causing the failure of the
initiator was closely connected with acceleration pulse width as well as acceleration amplitude. When
the strike bar length were 126 mm, 190 mm, 270 mm and 460 mm, the acceleration pulse width were
58 μs, 93 μs, 130 μs and 160 μs, respectively, and the critical acceleration causing the failure of the
initiator were about 240 000 g, 130 000 g, 74 000 g and 72 000 g, respectively. The accurateness and
reliability of acceleration value was accredited to the methods of changing sampling frequency,
smoothing velocity and acceleration curve, and fitting curve. The FEM analog simulation was also
conducted by using the LS-DYNA finite element program. Good agreements were achieved between
the acceleration curve and the simulation results.
401
Abstract: Creep properties of polymer bonded explosives (PBXs), a particulate composite, was
studied by using the method of moiré interferometry in this paper. The specimens fabricated by
different heat pressing technology were used. Extensive creep deformation of PBXs material was
indirectly measured by the aid of compressive circular disk test. The obtained results shown that creep
properties are greatly influenced by pressing pressures and temperature of heat pressing technology.
The results indicated that the higher the temperature and the pressing pressure are in the heat pressing
technology to some degree, the better the PBXs material creep resistance is. The creep fracture
surfaces of PBXs were also observed using Scanning Electronic Microscopy (SEM). It was shown
that most of the fracture crack was initiated and propagated along the explosives crystal surface
during creep.
407
Abstract: Considering the time effect of surrounding rock and the long time stability of the
underground caverns after being excavated, a method on the finite element viscoelastic displacement
based on Kelvin model. The recursion formula is obtained by the displacement analytic solution of
Kelvin model. It can be used to predict the viscoelastic displacement development fast and
accurately. Finally this method is employed into a project, and the calculated values by this method
agree well with the measured values. Prove that the method is effective.
413
Abstract: The cast magnesium alloys as AM50 offer a good strength, ductility and surface finish for
automotive industry. But the poor creep resistance limited its application to power components such
as engine and transmission cases at temperatures in excess of 100°C. In order to investigate the cyclic
creep behavior of Magnesium Alloy at high temperature, creep tests of plate specimens AM50 were
conducted in this work. Based on the analysis about the microstructure and defects of AM50 under the
condition of cyclic creep, a cyclic creep constitutive model with isotropic and scalar damage
parameter was developed. Furthermore, the proposed model was experimentally verified by analyzing
the cyclic creep and recovery response of Cast Magnesium alloy under cyclic loading with dwell time.
Comparisons between calculated results and experimental data showed good agreement.
421