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Register a new userComparative practical study to the effect of the industrial additives on the concrete strength
دراسة تجريبية مقارنة لتأثير الإضافات الصناعية في مقاومات البيتون
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هناك أنواع عديدة من الألياف الصناعية (ألياف البولي بروبيلين – الألياف الزجاجية – بودرة السيليكافيوم- و غيرها) المستخدمة استخداماً واسعاً كإضافات لتحسين مقاومات البيتون. و قد اهتمت العديد من البحوث العلمية الهندسية مؤخراً بالدور الذي تؤديه هذه الألياف في تحسين مقاومات البيتون. لذلك تناولنا في بحثنا هذا دراسة تأثير كل من ألياف البولي بروبيلين و الألياف الفولاذية و بودرة السيلكافيوم في مقاومات البيتون، و ذلك من خلال دراسة تأثيرها في خلطة بيتونية عادية و خلطة بيتونية مع رمل مازار. و تبين من دراسة مقاومات الخلطات مع الألياف تحسن مقاومة البيتون على الشد بنسبة قليلة نسبياً، في حين ارتفعت مقاومة البيتون على الضغط، كما تغير شكل انهيار العينات البيتونية تبعاً لنوع الإضافة المستخدمة مقارنة بكل من البيتون (العادي و مع رمل المزار) دون إضافات، و بالبيتون مع الإضافات موضوع البحث.
There are various types of industrial fibers such as: (polypropylene fiber, fiberglass, silica fume powder, etc..). These fibers are used widely as additives for improving concrete strength. We study in our research the effect of each of polypropylene fibers, steel fibers, and silica fume powder, on two kinds of concrete mix the first ordinary mix and the second is mix other with Mazar sand. We found after the studying of mechanical properties for those mixes that a slight improvement on tensile strength of concrete has occurred, an increasing of compression strength of concrete has happened, and the failure style has changed according to the type of additive compared with concrete without additive.
References used
The Chemical Company, "Adding Value to concrete"-Monofilament polypropylene fibers for cementitious systems, 09/99 BASF_CC-UAE, 02/2007
Sodamco Company, "Admixtures & Concrete Related Products", Edition: 03/10-A-2010
Syrian Arab Code, Engineering Union, 3ed Education, Damascus 2004
The Chemical Company, "Adding Value to concrete"-Densified silica for concrete, 06/96 BASF_CC-UAE, 05/2006
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This research presents an experimental study about the effect of steel fibers on the
main variables of stress- strain curve for high strength concrete on simple compression,
which are: shape of stress- strain curve, ductility factor, energy absorpt
ion capacity. For
this purpose, series of cylinders concrete specimens were prepared in compressive strength
(70 MPa). the steel fiber with aspect ratio of L/D =70 were added at the volume fractions
of (0-1-1.5-2)%. The cylinders were tested under a monotonic loading at compression, and
as a result of the tests, the total curve of stress- strain was obtained. The experimental
results of research showed a positive effect of steel fibers on the behavior of high strength
concrete, this effect increased with increasing volume fraction of steel fibers. It can be seen
from stress-strain curve, whereas the slope of the ascending branch is not much affected.
The descending branch of the stress- strain curve decreases by the increase in the fiber
volume fraction. This means the ductility and toughness improve with the addition of steel
fibers and as a result the behavior of high strength concrete has gone far away from being
brittle as it is used to be.
This paper presents the shear behavior of lightweight concrete beams
without shear reinforcement produced by scoria aggregates. A total of nine
beams were tested under four-point loads, including three lightweight
concrete beams without steel fibers and six steel fiber reinforced
lightweight concrete beams.
Featuring a self-compacting concrete (SCC) high capacity to fill the mold and
passing ability through barriers under the influence of self-weight without vibration,
thereby reducing the required labour and reduces the noise associated with vibratio
n.
Modern applications focused on improving the specifications of high performance,
resistance and speed of construction. The research presents an experimental study for an
(SCC) mix produced from local materials, including the necessary tests on the proposed
concrete mix, which approved in the global codes. These experiments determine the basic
characteristics of (SCC) in fresh case were also identified pressure resistance of (SCC) and
determine the value of the modulus of elasticity (E) and the behavior curvatures. All mixes
have been achieved global standards and conditions, and the required experiments were
done in the laboratory of civil engineering faculty at Tishreen University.
An appropriate bond between glass‑ionomer and the superficial
resin materials is very important for the success of sandwich
technique. The aim of the present in vitro study was to evaluate the
effect of three surface treatments of conventional glass‑ionomer on
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The extended crack resistance of concrete is necessary in the desisn of nonlinear behavior of structural It can be described through the intensity stress factor and the critical crack opening under maximum
force. The length of the crack is necessary
for calculating intensity stress factor and the critical crack opening under maximum force.
The aim of this work is to conehede the relations between intensity stress factor and the critical crack opening under maximum force with the material properties of concrete such as paste volume, compressive strength and maximum aggregate diameter. The length of crack is calculated using the analytical model of Olesen that depends on bilinear softening, and the parameters of the softening curve were found using inverse analysis. The experimental results of three point bending test for beams with different sizes which are made from concretes with different compressive strengths are used in the inverse analysis.
It is found that intensity stress factor and the critical crack opening under maximum force depend on paste volume and they increase when F'c increases, while they are independent from maximum
aggregate size.
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