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Since the co-cured joint composed of composite and metallic structures has been widely used in joining process due to its simple and easy manufacturing process, the optimum design of the co-cured joint is important because the joint is usually the weakest part among the components of assembled structures.
The contact angles of the flame-treated aramid/epoxy composites and the single-lap shear strengths of the adhesive joint composed of the aramid/epoxy composite adherend and epoxy adhesive were measured and compared with those treated with argon plasma and mechanical abrasion.
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In this simulation, both the panels and joints (composed of glass fiber) are included.
In this work, adhesively bonded joints composed of pultruded GFRP laminates, including double and stepped lap joints, were experimentally investigated.
Both joints are shake-hands lap joints composed of cable-in-conduit conductors and a pure copper saddle-shaped spacer.
The influence of stress-reduction methods on the strength of adhesively bonded joints composed of brittle adherends was studied.
Experimental and numerical investigations were carried out on full-scale double-lap joints composed of hardwood adherends (beech).
Capacity prediction of adhesively bonded joints remains challenging; this is particularly true for tubular joints composed of circular hollow sections used in civil engineering.
In most of existing total replacement joints composed of ultra-high molecular polyethylene (UHMWPE) and metallic or bioceramic components, the mixed or boundary lubrication prevails in daily activities.
The performance of adhesively bonded joints composed of aluminum sheet and stainless steel foils was investigated at the cryogenic temperature for the secondary barrier LNG Liquefied Natural Gass) containment system.
The mechanical behavior of adhesively-bonded timber joints, composed of a ductile acrylic or a brittle epoxy adhesive, was numerically modeled.
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