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Chitosan (CS) hydrogel beads were impregnated with carbon nanotubes (CNTs), and their mechanical strength, acid stability and adsorption capacity to the anionic dye, Congo red (CR), were investigated by comparing with a conventional reinforcing method of cross-linking with epichlorohydrin (ECH).
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The adequacy of strength predictions incorporated in current design methods for conventional reinforced concrete members are also examined in the paper.
Specimens of reinforced concrete exterior beam column joints were manufactured based on a newly developed strengthening method by applying embedded CFRP hexagonal bars combined with externally bonded CFRP sheets, and tested for comparison with the specimen of a conventional reinforced concrete exterior beam column joint.
The conventional reinforced earth wall with brick masonry panels constructed in cement mortar and reinforced backfill is of 1.6 m in height and 33 m long.
The floor plates of the tower are constructed from conventional reinforced concrete beams and slabs.
Responses of LSCC, Laced Reinforced Concrete (LRC) and conventional Reinforced Concrete (RC) beams are compared.
Three test slabs were designed to investigate these effects: a conventional solid reinforced concrete slab (solid), a donut-type voided slabs with the spacer-type fixing method (TF D S P.P), and a donut-type voided slabs with the merged-type fixing method (TF D M P.P).
Nor is there a whiff of the imposing hierarchical atmosphere that such conventional layouts reinforce.
Steel Fiber Reinforced Concrete (SFRC) is conventional concrete reinforced with discrete fibers of a short length and small diameter.
The precast ferrocement forms were filled with conventional concrete reinforced with two steel bars.
Yet, conventional wisdom reinforces their belief that they have failed, again, because they didn't try hard enough.
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CEO of Professional Science Editing for Scientists @ prosciediting.com