Key Engineering Materials
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Key Engineering Materials Vols. 324-325
Paper Title Page
Abstract: Ti-alloy is widely used in engineering because it possesses excellent specific strength and
corrosion resistance. The effect of welding process on J-integral value and fatigue crack growth
(FCG) rate in a Ti-alloy is experimentally investigated in this paper. A series of test is performed
with SENB specimens for J-integral test and CT specimens for the FCG rate test respectively. Base
metal, welded joint and HAZ materials were used to make different test specimens. Results show
that the J-integral values of welded joint and HAZ are obviously smaller than those of the base
metal. And that the FCG rate value of welded joint is much higher than those of base metal and
HAZ material. It means that welding process may lead to a great reduction in fracture toughness
and the fatigue property for titanium alloy. Therefore, the inhomogeneity of the welded joint must
be considered when assess welded structures.
47
Abstract: The phenomenon creep fracture is well-known for concrete. In the present paper, the
Material Failure Process Analysis (MFPA2D) model for concrete in the failure process is coupled in
series with the time-dependence of the concrete damage and deformation. Further, the progressive
creep failure of concrete specimens under constant tensile loading was numerically simulated and the
typical time-dependent deformations: the transient creep, the steady-state creep and the accelerating
creep were also represented. The numerical simulations indicate that the macroscopic creep failure is
induced by clusters of micro-fractures on a mesocopic scale. The above numerical results offer us
some theoretical indications and instructions to further investigate the instability failure mechanisms
of engineering concrete structures in civil and hydraulic engineering.
51
Abstract: Practical experience and observations suggest that corrosion affected reinforced concrete
(RC) structures are more prone to cracking than other forms of structural deterioration. Concrete
cracking incurs considerable costs of repairs and inconvenience to the public due to interruptions.
This gives rise to the need for prediction of the time to surface cracking of concrete in order to
achieve cost-effectiveness in maintaining the serviceability of RC structures. The intention of this
paper is to develop a numerical method for predicting the time to surface cracking of corrosion
affected RC structures. In this method, concrete with embedded reinforcing steel bars is modeled as
a thick-wall cylinder. With an exponential curve modeling the energy dissipation process in
concrete, the element transfer matrix is derived analytically. The time to surface cracking is then
determined by solving the nonlinear problem numerically. Finally, the validity of this numerical
method is verified by comparing with experimental results collected from the research literature.
55
Abstract: The delamination cracks and its effects on the fracture of pipeline steel are investigated
experimentally by using of Drop-Weight Tear Test (DWTT). The delamination cracks are produced
by the stress perpendicular to the weak interfaces before main crack beginning or accelerating, no new
delamination crack is produced during the stabile propagation of fracture. The quantity, splay degree
of delamination crack and the space between two delamination cracks are influenced by the stress
state of the crack tip at beginning or accelerating point of main crack and the length of delamination
crack is influenced by the stress state of the crack tip during the propagation of fracture. The surface of
delamination crack is cleavage fracture appearance with large cleavage facet. There is no
delamination crack on the brittle fracture surface below the brittle-to-ductile temperature or on the
brittle fracture region of mix-mode fracture surface with ductile and brittle region. The part of fracture
surfaces with delamination crack ought to be evaluated as the shear area because the delamination
cracks are produced only on the ductile fracture surface or on the ductile part of fracture surface.
59
Abstract: This paper is aimed to investigate the effect of roller working on the torsional fatigue
properties of a typical low carbon steel referring by the resutls of FEM analysis. Three types of
specimens had been prepared with plastic deformation value of 0, 0.5 and 1.0mm, respectively. The
main results obtained in this study are as follows: (1) The torsional fatigue strength of roller-worked
specimen with 1.0mm plastic deformation is increased more than twice of that of non-rollerworked
specimens. (2) Surface hardness of roller worked specimen is much higher than that of the
non-roller worked one, and compressed and elongated structure is formed at the notch bottom of the
specimen. (3) Crack length along the axial direction of roller worked specimens is longer than that
of the non-roller worked specimen, and plural cracks initiated and propagated in the roller worked
specimens. (4) The residual stress distribution at the specimen’s notch bottom was analysed using
FEM analysis and it is verified the same tendency as the experimental results.
63
Abstract: Using newly developed 3 dimensional Rock Failure Process Analysis code RFPA3D,
numerical simulations on samples of rock-like material containing pre-existing surface closed flaws
under uniaxial compressive loading are conducted to investigate the failure mechanism and crack
coalescence modes. Friction in closed flaws is modeled by inserting ideal elasto-plastic materials into
the flaws. The simulations replicate most of the phenomena observed in actual experiments, such as
initiation and growth of wing and secondary cracks, crack coalescence, and the macro-failure of the
sample. For the samples containing three pre-existing surface closed flaws, four different patterns of
crack coalescence are obtained in our simulations. The four different patterns of coalescence are the
combination of T mode, S mode, TS mode and C mode, i.e. type (C+S mode), (T+S mode), (S
mode) and (C+S mode). A total of four types of samples containing three surface parallel inclined
frictional flaws are numerically simulated.
69
Abstract: An elastic-plastic finite element analysis of the effect of the compressive loading on
crack tip plasticity is presented. Two center-cracked panel specimens with different crack lengths
are analysed under tension-compression loading. The size and shape of the crack tip reverse plastic
zone, the crack opening profiles of the crack tip for short (0.1 mm) and long crack (2 mm) have
been studied. The analysis shows that the compressive loading has a significant contribution
towards the crack tip plasticity.
73
Abstract: This paper presents a study on the quantification of the degree of damage from the
microseismic event data, for assessment of excavation damaged zone of anisotropic rock in
Jinchuan mine and presents numerical simulation and prediction on the deformation and failure
of the rock masses surrounding laneway under rock mass properties and excavating conditions.
Following an introduction to the engineering geology and mechanical properties of the rock
mass in the Jinchuan mine areas, this paper reveals the features of the measured in situ stresses
and puts emphasis on an analysis of the mechanism of underground opening and damage
induced by the underground mining. Stress and AE redistribution induced by excavation of
underground engineering results in the unloading zone in parts of surrounding rock masses. A
micromechanics-based model has been proposed for brittle rock material undergoing
irreversible changes of their microscopic structures due to microcrack growth. A systematical
numerical modeling analysis method was completed. Based on numerical modelling, a series of
predicting curves for rock mass response and deformation are obtained, which provides the
basis of guiding the design and construction of anisotropic rock cave in Jinchuan mine. The use
of the in situ stress field results in enhanced modeling of the stress concentrations and potential
failures at the mines has also been reviewed. Knowledge of the prevailing rock stress field at the
mines is a critical component for such modeling which has led to improved rock mechanics
understanding and operations at Jinchuan mines.
77
Abstract: Rock is a heterogeneous and anisotropic compound material, containing many shear
surfaces, cracks, weak surfaces and faults. Damage and failure in a rock mass can occur through
sliding along persistent discontinuities, or fractures. A new micromechanical approach to
modeling the mechanical behavior of excavation damaged or disturbed zone (EDZ) of
anisotropic rock is presented based on knowledge of the inhomogeneity of rock. In this
numerical model, damage is analyzed as a direct consequence of microcracks growth. A study
of the effect of elastic and failure anisotropy plus inhomogeneity on the underground
excavations reveals that the modes of failure can be significantly influenced by the rock
structure on the small and large scales. Fractures that develop progressively around
underground excavations can be simulated using a numerical code called RFPA (Realistic
Failure Process Analysis). This code incorporates the microscopic inhomogeneity in Young’s
modulus and strength characteristic of rock. In the numerical models of a rock mass, values of
Young’s modulus and rock strength are realized according to a Weibull distribution in which
the distribution parameters represent the level of inhomogeneity of the medium. Another
notable feature of this code is that no a priori assumptions need to be made about where and
how fracture and failure will occur – cracking can occur spontaneously and can exhibit a variety
of mechanisms when certain local stress conditions are met. These unique features have made
RFPA capable of simulating the whole fracturing process of initiation, propagation and
coalescence of fractures around excavations under a variety of loading conditions. The results
of the simulations show that the code can be used not only to produce fracturing patterns similar
to those reported in previous studies, but also to predict fracturing patterns under a variety of
loading conditions. The numerical model was able to reproduce the associated complex stress
patterns and the microseismic emission distribution for a variety of rock structural conditions.
81
Abstract: This paper investigates a moving crack in a nonhomogeneous piezoelectric material
(NPM) plate. The mechanical and electrical properties of the plate are considered for a class of
functional forms for which closed-form expressions for the moving crack tip electromechanical
fields are obtained. Effect of material non-homogeneity and crack moving velocity on the crack tip
fields are discussed. The crack moving velocity can increase or decrease the stress intensity factor.
The cleavage stress, τθz, however, is always an increasing function of crack moving velocity.
85