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Also, DE5 specimen exhibited ductile behavior and was fractured due to bending fracture.
Fiber reinforced specimen exhibited more distributed cracking at room temperature as well as at 300 °C.
The GBE specimen exhibited significantly reduced hot corrosion and depletion/segregation of alloying elements.
The specimen exhibited a "strong column weak plate" type of flexural-yielding mechanism.
The entire fracture surfaces of this specimen exhibited a plain-weave pattern, as shown in Fig. 8c.
For plastic stiffness, C-Cross specimen exhibited a minimum value of 15% increase against the circular CFT specimen.
Similar(17)
This specimen exhibits a narrow unblocking temperature range concentrated around (500,^{circ })C.
At a deformation angle of 1.5%, the specimen exhibits a vertical crack along the main bars.
The selected bridge pier specimen exhibits significantly high level of nonlinearity (both material inelasticity and geometric nonlinearity).
In any beam with sufficient shear reinforcement bending cracks remain at low levels and the specimen exhibits the ductile behavior.
All the specimens exhibited ductile behavior.
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