This research includes a numerical study using Finite Element Method aims to
evaluate the ability and accuracy of using Non-destructive Impact Response Method in the
assessment of length and cross-sections of intact concrete pile (not deformed) in
both time
and frequency domains. Therefore, an appropriate numerical model depends on the
modeling of both impact force (impulsive load) and distributing medium (pile + soil) and
insert them in computing software ABAQUS was carried out. The numerical model was
verified corresponding to field measures obtained from literature review and the results
showed good agreement between measures and numerical results. Furthermore, the model
was applied on a typical example in order to study vibration distribution in the pile due to
impulsive load applied on pile top. Mechanical response curve of intact pile was obtained.
Then, both of length and cross-section area of the pile were determined. Finally,
parametrical study of most important factors (stiffness of soil surrounding the pile and
length of pile embedded in the soil) effect on vibration distribution resulted from impulsive
load applied on pile top. The parametrical study was carried out in two domains; first one
was time domain depending on the direct analysis of particle displacement and velocity
and the second was frequency domain depending on analysis of pile mechanical response
curve. The results of this research enables to use the proposed numerical model to
numerically obtain the time history of particle displacement and velocity in addition to the
curve of mechanical response computed in the pile top and forms reference diagrams
which is used later to compare with similar diagrams resulted from field test of executed
piles. As a result, pile integrity test and detecting of defects in the piles if any. In addition,
the limits of the use of both analysis methods adapted in research and choose the best
between them according to the case study.
طريقة العناصر المنتهية
Finite element method
اختبار سلامة الأوتاد
تجارب الصدم غير المخربة
السجلات الزمنية للإهتزازات
تابع قابلية الحركة
منحني الإستجابة الميكانيكية للوتد
المجالين الزمني و الترددي
Pile Integrity Test
impulsive load
nondestructive impact tests
vibration time history
mobility function
pile mechanical response curve
time and frequency domains
ABAQUS
المزيد..
We have developed an analytic expression for the volume of
intersection of any cylinder with any sphere in the usual threedimensional
space, and give examples of its usefulness for physics.
Produced from surface collisions either elastic collision
, or inelastic
collision, for the incoming energies greater than the binding energy
of the nucleons in the nucleus, the reaction occurs and thus the
effective size (what the target nucleus see from the nuclear material
in the projectle, and What the projectle see from the nuclear
material in the target nucleus) is formed and so for the different
collisions parameters .
الإصدار الديناميكي
تقاطع اسطوانة و كرة
معامل الصدم
الصدم المبدد الثنائي
الإصدار الإحصائي
الصدم اللامرن
منبع متوسّط السرعة
intersection Cylinder Sphere
impact parameter
binary dissipative collision
Statistical Emission
Dynamical Emission
inelastic collision
(intermediate rapidity (IR
MathCAD
المزيد..
This research includes an experimental study for the manufacture of
a composite material based on polymer (unsaturated polyester),
reinforced with random fiberglass at different weight fractions. By
suite, it has been studied some mechanical prope
rties of the models
manufactured, to determine the effect of glass fiber content on the
tensile strength, hardness and impact resistance. This study has
shown that the best results were for samples reinforced by 40%
fiberglass, where the tensile strength increased about 70%, hardness
up to 30%, and impact resistance about 43%. It will be observed
that the mechanical properties decrease clearly at 60% of weight
fraction of fiberglass. This fact can be related to the quantity of
unsaturated polyester become inadequate for recharge of the fibers,
which leads to weakness in the forces bonding in composite
materials.
The phenomenon of impact between the adjacent buildings is one of the most important reasons for collapse of buildings during the
earthquakes for that most of the codes resort to avoid impact by
increasing the distance between adjacent buildings, b
ut on the other hand high cost of land requires us to take advantage of the largest possible area in addition to the difficulty of making the separation architecturally and in particularly for high buildings the separation may offer up to 50 cm.
We tried to have this research one of the studies that discuss the
subject of seismic pounding where we discussed the methods for
modeling the pounding and the most appropriate way to study the impact depending on the program dynamic analysis Ansys
(Autodyn Ver. 11) then chose several cases for study seismic
impact in three-dimensional models to cover most of the study
variables that may affect this phenomenon, and we doer non- linear dynamic analysis for all cases, with applying acceleration function is defined by equation its constants are changing with processing the seismic records data.
After finishing the analysis for all the models we have discussed
changing the transitions and stresses and strains , and studied the
factors affecting the impact , and discussed results of study and
then we have summarizes the recommendations in that we see fit
through this search.
CdTe Thin films were deposited on silicon substrates by thermal
evaporation method. The geometric thickness was calculated using
interferometric method based on reflectance curve recorded with the
spectrophotometer. The Reflection of High-Energy E
lectron Diffraction
(RHEED) patterns and XRD analysis reveals that the structure of the films are
polycrystalline with preferential orientation (111). The structure constant (a),
crystallite size (D), dislocation density (δ) and strain (ε) were calculated, and it
is observed that the crystallite size increases but micro-strain and dislocation
density decreases with increases in thin film thickness. The composition of the
samples was determined by Energy Dispersive X-ray Analysis (EDX) and it is
found that the wt.% of Cd increases and the wt.% of Te decreases with the
increases of film thickness due to the re-evaporation of Te.