Open Access
ARTICLE
Li Tao1,2, Gao Jian2, Zhang Yi-ping3
Structural Longevity, Vol.5, No.3, pp. 117-128, 2011, DOI:10.3970/sl.2011.005.117
Abstract This paper presents a method for the large strain consolidation analysis of soft-clay road embankment with stochastic parameters to random excitation.
Based on the large strain theory of continuum material, Biot consolidation theory
and Neumann stochastic finite element method (NSFEM), the large strain consolidation NSFEM (LSC-NSFEM) has been established. A program of LSC-NSFEM
is designed to analyze soft-clay road embankment. The residue iteration method is
used to deal with the nonlinear fluctuating part of stiffness matrix, and the approximate algorithm of the fluctuating part of stiffness matrix is designed to improve
LSC-NSFEM program efficiency. More >
Open Access
ARTICLE
D. Shaw1, W.L. Su
Structural Longevity, Vol.5, No.3, pp. 129-138, 2011, DOI:10.3970/sl.2011.005.129
Abstract Linear rolling ball guideway is a key component of many machines.
However, due to the point contact between the ball and the groove, stiffness of
linear guideway is the major factor which affects the rigidity and precision of machines. Preload in the guideway can increase the stiffness of linear guideway and
thus reduces the position deviation under an external load. The purpose of this
study is to develop FEA and compare the results with experimental results to prove
the correctness of the FEA model. This model can be used to predict the stiffness
of linear guideway with 4 rows of… More >
Open Access
ARTICLE
D. Shaw1
Structural Longevity, Vol.5, No.3, pp. 139-145, 2011, DOI:10.3970/sl.2011.005.139
Abstract The contact angle affects the life and accuracy of a linear gudieway.
In this study, the factors which effect the angle of contact angle of linear guideway
includes contact deformation of balls and grooves, downward load, ball diameter,
number of load-carrying balls, number of load-carrying rows and conformity. A
theoretical approach for finding the contact angle changed of linear gudieway is
proposed by using Hertzian theory and Lundeberg/Palmgren approach. The results
are useful for modification of loading capability of linear gudieway under load and
different preload setting. More >
Open Access
ARTICLE
M. S. Jaafar1, J. Noorzaei1,2, A. A. Abdulrazeg1, T. A. Mohammed1, P. Khanehzaei1
Structural Longevity, Vol.5, No.3, pp. 147-155, 2011, DOI:10.3970/sl.2011.005.147
Abstract Specific features of the thermal stress fields in roller compacted concrete (RCC) dam are always their spatial character and completely dependent on
the maturity functions such as deformations properties (elastic, creep). The thermal changes in the material affect the elastic, creep properties of the material, and
in turn, the stress fields within the structure. Therefore, the effects of temperature
on the properties of RCC materials( elastic, creep) has to be taken into account in
order to determine the risk of the thermally induced cracking in these dams. In
this study, a viscoelastic model, including ageing effects and thermal dependent
properties… More >
Open Access
ARTICLE
Kazuhiko Suga1, Takahiko Ito1
Structural Longevity, Vol.5, No.3, pp. 157-160, 2011, DOI:10.3970/sl.2011.005.157
Abstract Evaluation and optimization of the multiple-relaxation-time (MRT)
lattice Boltzmann method for micro-flows (µ-flow LBM) are performed with the
two-dimensional nine discrete velocity (D2Q9) model. The MRT µ-flow LBM
consisting of the combination of bounce-back and full diffusive (CBBFD) wall
boundary condition is considered. Based on the discussion of Chai et al. (2010),
the presently applied CBBFD model and relaxation time for heat flux τq satisfy the
second-order slip boundary condition. However, modification to the MRT model
of Chai et al. (MRT-C) is made to the relaxation time for the moments related to
the stress τs by introducing the psi function… More >
Open Access
ARTICLE
Zeng Fan1, Zhu shijian1, Lou jingjun1
Structural Longevity, Vol.5, No.3, pp. 161-169, 2011, DOI:10.3970/sl.2011.005.161
Abstract A signal processing electric circuit used in vibration signals processing system has been designed, which contains the pre-amplifier, the single chip
ATMEGA16 and the microprocessor programmable MAX262 and so on. Its feasibility test is carried out. The center frequency and other parameters are input into
the computer by VC software programmed, and the computer sends these instructions to the single chip. The single chip controls MAX262 filter to work regularly
and the noise signals are well filtered. The signals output from the data sampler
are analyzed and processed, and the vibration signals can be clearly recognized.
The experimental results show… More >