Abstract:
If we neglect the value of historical fashions as a source of inspiration for
contemporary fashion designers we will neglect a treasure of original designs.
In neglecting such a treasure how could we then know what is original. Today
the most famous fashion designers are often inspired, in the outwardly from
and internal lines of their fashions, by fashion designed during the ages of the
past.
Designers can find such fashions in books of history and museums. But
the historical ages are not equal in the fertility of the originality and novelty of
their fashions. Thus the contemporary designer may not find the old designs
inspiring so he invents them.
The researcher was keen in this paper to include all the basic concept of
the art of patchwork 3? and she referred to the historical background of this
art as well as its common tools . She also referred to the art of embroidery
and beadwork ... etc.
To connect the pieces with this classy art (patchwork)/
She discussed some modern producing techniques such as computer. (The
study ends with conclusion that suggests designs of the art of patchwork. the
paper included io suggested designs.)
The study includes inventive ideas. In order words producing great variety
from one idea or design with great intellectual and expensive freedom and
flexibility in prescribing the creative ideas that are original.
The paper is of tow parts. First is the theoretical part which is chapter two
of the study that tackles the studies related to the subject mentioned above.
The practical part includes a brief explanation of the steps of producing the
designs and their supplements. This proves that the art of patchwork is a
beautiful art, fit for artistic designs. Hence such designs are not less important
and beautiful than other designs that are not based on patchwork.
The researcher likes to bring the old to the era of development and
technology to make use of it and crystallize our artistic talents.
Therefore the study aims to preserve the art of patchwork with the addition of
modern and artistic touches with little cost as much as possible.
ABSTRACT
The effect of adding raw bacteriocin produced by Lactobacillus bulgaricus to cheese curd at an amount of (5 and 10 and 15) mL/kg cheese as a biological preservative to prolong the shelf life of soft cheese, in addition to the control treatment, knowing that each 1 mL of bacteriocin filter contains 15 units/ mL of bacteriocin. The results of the physicochemical, microbial and sensory tests for cheese stored at refrigerator temperature for a period (zero) to (21) d of adding bacteriocin showed the superiority of the treatment of cheese added to 15 mL/kg cheese of bacteriocin over the rest of the other treatments during the storage period, wh
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... Show MoreA novel demountable shear connector is proposed to link a concrete slab to steel sections in a way that resulting steel-concrete composite floor is demountable, i.e. it can be easily dismantled at the end of its service life. The proposed connectors consist of two parts: the first part is a hollow steel tube with internal threads at its lower end. The second part is a compatible partially threaded bolted stud. After linking the stud to the steel section, the hollow steel tube can be fastened over the threaded stud, which create a complete demountable shear connector. The connector is suitable for use in both composite bridges and buildings, and using cast in-situ slabs, precast solid slabs, or hollow-core precast slabs. A series of push-off
... Show MoreTwo dimensional meso-scale concrete modeling was used in finite element analysis of plain concrete beam subjected to bending. The plane stress 4-noded quadrilateral elements were utilized to model coarse aggregate, cement mortar. The effect of aggregate fraction distribution, and pores percent of the total area – resulting from air voids entrapped in concrete during placement on the behavior of plain concrete beam in flexural was detected. Aggregate size fractions were randomly distributed across the profile area of the beam. Extended Finite Element Method (XFEM) was employed to treat the discontinuities problems result from double phases of concrete and cracking that faced during the finite element analysis of concrete beam. Crac
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