Key Engineering Materials
Vols. 396-398
Vols. 396-398
Key Engineering Materials
Vol. 395
Vol. 395
Key Engineering Materials
Vols. 392-394
Vols. 392-394
Key Engineering Materials
Vol. 391
Vol. 391
Key Engineering Materials
Vols. 389-390
Vols. 389-390
Key Engineering Materials
Vol. 388
Vol. 388
Key Engineering Materials
Vols. 385-387
Vols. 385-387
Key Engineering Materials
Vol. 384
Vol. 384
Key Engineering Materials
Vol. 383
Vol. 383
Key Engineering Materials
Vols. 381-382
Vols. 381-382
Key Engineering Materials
Vol. 380
Vol. 380
Key Engineering Materials
Vols. 378-379
Vols. 378-379
Key Engineering Materials
Vol. 377
Vol. 377
Key Engineering Materials Vols. 385-387
Paper Title Page
Abstract: The stress intensity factor (SIF) for tubular specimens were calculated based on virtual crack closure technique
(VCCT). The effects of geomet rical factors (inner radius, wall thickness and relative crack length) and external loads on
the SIF were analyzed, respectively, by use of the single-variable approach. Finally, an approximate formula for SIF of
compact-tensile tubular specimens was obtained as all factors mentioned were considered, which was presented as a
reference for the tubular engineering design.
713
Abstract: This study proceeded to find the optimum mixing rate of a high strength concrete with
80MPa of compressive strength using meta-kaolin, waste tire chips, polypropylene, and steel fiber
together for improvement of fire resistance performance.
To estimate of optimum mixing rate, the orthogonal array method was used to plan the factors
(slump flow, air content, compressive and flexural strength, steel bar temperature and concrete
spalling volume) of high strength concretes and experiment was executed. Then the functional
relationship of each factor was valuated by general linear model of ANOVA and functional relation
between the factors and the data was estimated using response surface analysis. The optimum
mixing rate was computed as 80% replacement of silica fume volume by meta-kaolin, 3%
replacement of fine aggregates volume by waste tire chips and 0.2% additive rate of polypropylene
fiber without steel fiber to the total mixed volume with this modeling of the functional relationship.
717
Abstract: The effects of equal channel angular pressing (ECAP) and subsequent heat treatment on the
low cycle fatigue properties of 6005 Al alloy were investigated. The ECAPed specimens showed
cyclic softening, whereas the peak aged specimens showed cyclic hardening at all strain amplitudes.
After ECAP, artificial aging was performed at 175°C to observe the change of the low cycle fatigue
properties due to precipitation. The fatigue life and behavior of the unECAPed and ECAPed 6005 Al
alloys were discussed in terms of the microstructural changes and aging conditions.
721
Abstract: The low cycle fatigue(LCF) test was performed to characterize the influences of the equal
channel angular pressing(ECAP) and subsequent annealing of Al 5052 alloy. In the present research,
one group of Al 5052 alloy specimens was directly subjected to ECAP, while another was subjected to
ECAP and subsequent annealing. It was found that the tensile strength of the Al 5052 alloy increased,
while its elongation decreased, with increasing number of ECAP passes. The LCF test was conducted
at constant total strain amplitudes of 0.5%, 0.7%, 0.9% and 1.1%. Only cyclic hardening was
observed as the number of fatigue cycles increased at all strain amplitudes in the specimen without
ECAP. However, the ECAPed specimens showed a slight amount of cyclic hardening in the
beginning and then saturation until fracture.
725
Abstract: This paper presents a primary study for a method of measurement using PZT sensors which
is widely used for SHM. PZT sensor has many advantages when using smart material. It is easy to be
shaped to various forms and can be embedded on the materials more conveniently. The development
for a practical and quantitative technique for assessment of the structural health condition by PZT
sensor associated with wave propagation is investigated. Two aluminum specimens bonded with PZT
sensors tested for estimating characteristics of the wave propagate on specimens change by various
damage condition cf. line crack, bolt loosening. To estimate condition of the specimens numerically,
we suggest impedance and guided wave method in this paper.
729
Abstract: We consider a pre-stressed material containing an oblique crack of a length 2a
situated in x1x3 plane. We supposed that the material is unbounded and the crack faces are
acted by constant normal incremental stresses p. The initial applied stress
◦
is in direction of
the crack. Our first aim is to determine the elastic state produced in the body using Guz’s
representation theorem. Our second aim is to determine the critical values of the incremental
stresses and the direction of crack propagation. To do this, we use Sih’s generalised fracture
criterion for an orthotropic elastic composite. In the last part we find the critical values of the
initial applied stress
◦
for which the phenomenon of resonance can appear in a pre-stressed
Glass-Epoxy composite.
733
Abstract: In this paper some results of 3D-finite element analyses of a modified CTS-specimen
with an inclined crack plane are presented. It will be shown, that through the inclination of the crack
plane, even under pure tension loading of the specimen, a superposition of all fracture modes I, II
and III can be generated along the straight crack front of the inclined crack plane. Furthermore,
mixed-mode I, II and III loading conditions can also be generated if this modified CTS-specimen is
subject to an in-plane tension/shear loading. The computational fracture analysis is based on the
calculation of separated energy release rates GI, GII and GIII along the crack front by the
numerically highly effective modified virtual crack closure integral(MVCCI)-method and for the
finite element(FE)-modelling the commercially available FE-code ANSYS is utilized.
741
Abstract: Impact properties of a solder ball joint with a Sn-0.75mass%Cu lead-free solder were
investigated under aging conditions at 393 K. Moreover, obtained impact properties were compared
with those of the joints with Sn-3.5mass%Ag and Sn-3.5mass%Ag-0.5mass%Cu solders. Ball impact
force of a Sn-0.75Cu joint was stable at 4.5~5 N, which is similar to that of a Sn-3.5Ag-0.5Cu joint
without aging, upon aging at 393 K for 1000 h. In the Sn-0.75Cu joint without aging, main fracture
mode was complex fracture of the solder and an intermetallic compound (IMC) formed in a joint
interface. Main fracture mode changed from the complex mode to solder fracture upon aging, and
thus the impact toughness improved.
745
Abstract: This paper deals with the dynamic failure elongation of mild steel, SGACD and advanced
high strength steel sheets such as TRIP600, DP600 and TWIP steels. The failure elongation has been
obtained from the high speed tensile testing machine with various strain rates ranged from 0.003/s to
200/s. The experimental result demonstrates that the tensile elongation does not simply decrease as
the strain rate increases, but it decreases from the quasi-static state to the strain rate of 0.1 or 1/s and
increases again up to the strain rate of 100/s. Furthermore, some high strength steels have the
tendency that the tensile elongation increases as the strain rate increases. Moreover, the localized
strain rate hardening in the necking region induces the increase of elongation.
749
Abstract: It is currently interesting to use thermal or electrical conductive asphalt mixtures for
snow-melting and maintenance of asphalt pavements in winter or strain-sensing application.
Graphite is the principal conductive filler for asphalt mixtures. The addition of Graphite not only
makes asphalts conductive but also has effects on other properties. Considering the visco-elastic
property of asphalt, the effects of graphite on rheological properties of asphalt binders were
investigated by Viscosity Test(VT) and Dynamic Shear Rheometer(DSR). The results of Viscosity
Test indicate that viscosity of asphalt binder increases with an increasing amount of graphite. And
the effect is more prominent at higher amount and lower temperature. It means that graphite makes
asphalt binders stiffer. The results from DSR tests present that the values of complex modulus
increase while phase angles decrease under a proper amount of graphite. It infers that proper
amount of graphite can make asphalt a more elastic like material. And the results of rutting
parameter point out that graphite can improve the rutting resistance of asphalts.
753