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The stress distribution over the specimen wall, which was generated in the course of one TGMF cycle, has been analysed by linear elastic Finite Element calculations.
Effects of different parameters such as specimen wall semi-apical angle, die semi-apical angle, number, and length of initial slits were studied on the energy absorption capability of specimens.
In case of experiment, where in past by measurement of compliance, f(a/W) is calculated for select tubes, (Samal et al. 2010a, b, 2011; Sanyal and Samal 2012a, b; Sanyal et al. 2011a, b), it was not possible to find variation of f(a/W) across the specimen wall thickness.
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The specimen was first slightly compressed to ensure that the two parts of the specimen walls were well positioned (Fig. 3b).
However, fibres were more evenly distributed in the fracture surfaces of self-compacting specimens and wall effects were more evident in the vibrated concrete specimens.
No fractographic examination was performed but it was assumed that the strength controlling flaws originated from etching grooves along the specimen side-walls.
In most cases, authors obtain specimens of wall adjacent to sections used for biomechanical testing, in order to minimize bias associated with anisotropy [ 4].
Eight specimens including seven PS-RCW specimens and one conventional cast-in-place reinforced concrete wall specimen were tested.
One wall specimen was used as control (as-built) specimen without composites, and the remaining three wall specimens were strengthened with either E-glass/epoxy or carbon/epoxy composite systems with different fiber architecture.
It is found that the temperature of the specimens and walls is generally sensitive to the above-mentioned parameters.
For verification, the proposed macro-model was applied to isolated wall specimens and a coupled wall specimen subjected to cyclic loading.
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