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When GFRP bars were used to replace the tensile steel bars to reinforce the composite beams, the brittle failure of GFRP bars caused lack of ductility of the beam members, and both the stiffness and ultimate load were reduced significantly.
Four different kernels and both motion-compensated (blue bars) as well as original data (red bars) were used to compute the features.
Beam specimens with 16 and 20 mm bars were used to compare the behavior of SCC and VC elements having a compressive strengths ranging from 41.5 to 44 MPa.
As for tensile reinforcement, four #6 bars were used to create an over-reinforced design as shown in Fig. 8, to insure the beam will reach maximum shear in the neutral axis.
Many of the old cell bars were used to reinforce the walls, causing structural problems later due to the fact that many placed near the edge were subject to erosion from the salt air and wind over the years.
Stereotaxic ear bars were used to minimize movement during the imaging procedure.
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Round smooth bars and cylinders are used to characterize the deformation behavior while round notched bars are used to explore stress state and specimen orientation effects on fracture.
A Split Hopkinson Tensile Bar device, with a specially-designed fixture to attach specimens to the loading bars, is used to apply high-speed tension to yarn specimens.
A revitalized interest in this type of construction is due to the concept of reinforced masonry, where steel bars are used to introduce tension resistance.
Morphometric parameters of point bars are used to calculate ancient channel parameters (width and depth of 200 500 m and 5 8 m, respectively).
The rigid bars are used to transfer mid-plane nodal displacements of the shell elements to the internal cohesive elements on which the interfacial fracture is actually occurred.
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