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It was found that using prestressed CFRP plates improved the serviceability; in terms of deflection and cracking, but did not enhance the ultimate behaviour as much as the non-prestressed CFRP plates.
The purpose of this study is to examine the level of applicability of the four specifications of the serviceability in cracking for concrete beams reinforced with ribbed glass fiber-reinforced polymer (GFRP) bar.
For investigating the level of applicability of the four specifications of the serviceability in cracking, applied moment-maximum bar spacing was obtained by ACI 440 1R-15 for varying the bond coefficient, crack width, concrete cover depth, and the equivalent reinforcement ratio.
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The key areas of comparison include the provisions for survivability design as well as the serviceability requirements in the alongwind and acrosswind directions.
The results are presented for different parametric variations and the study concludes with set of meaningful engineering design guidelines keepingalso the serviceability criterion in mind.
These two specimens had difference of 6.0 % in the first cracking load, 0%% in the serviceability load, 1.3 % in the ultimate load, and 2.6 % in the energy absorption.
The two specimens showed a difference of 0%% in the first cracking load, 0.4 % in the serviceability load, 2.4 % in the ultimate load, and 2.0 % in the energy absorption.
Similar results are obtained when the results of specimens (ESS) and (ESC) were compared where the calculated differences were (6.0 %) in the first cracking load, (0 %) in the serviceability load, (2.6 %) in the ultimate load, and (2.5 %) in the energy absorption.
In addition, the serviceability and functional service life of an RP structure such as a bridge may be greater than those built using conventional structural materials.
The design of concrete beams reinforced with fibre reinforced polymer (FRP) bars is often governed by the serviceability limit state, in which deflections play an important role.
Since the design of purlins with sleeved bolted connections is often limited by the serviceability limit state, in this case excessive displacement, special attention is given to accurately determining and understanding the moment-rotation behavior of purlin-sleeve systems.
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