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The effects of brace to chord width ratio, reinforcement type and reinforced plate thickness on the structural behaviour of SHS T-joints under axial compression were evaluated.
In this study, thermal aging process was applied to glass fiber (GF) and carbon fiber (CF) reinforced poly ether ether ketone) PEEK composites and effects of this process and reinforcement type on thermal, thermomechanical, tribological, physical and morphological properties of PEEK composites were evaluated.
The concrete type, concrete strength grade and reinforcement type were selected as parameters.
Cluster bounds are identified for different reinforcement type and different loading directions.
The test variables included the reinforcement type (GFRP versus steel) and splice length.
A major item that accompanied this change in reinforcement type was the nature of the backfill soil.
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Three slabs of each reinforcement configuration were produced and tested: conventionally reinforced slabs, steel fibre reinforced slabs and a combination of both reinforcement types.
Twelve shear tests were conducted on six RC beams reinforced internally with GFRP bars considering different reinforcement types and test parameters.
Two S-rails, one without internal diagonal reinforcement (type-A) and one with internal diagonal reinforcement (type-B), are both tapered with 20 different tapering ratios ranging from 110% to 300% in 10% increments.
Samples with three reinforcement types were examined.
Different reinforcement types, ratios, and configurations were used.
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