Results 91 to 100 of about 872,667 (279)
Load Distributing Metamaterials Via Discrete Optimization
Mechanical metamaterials are computationally optimized to homogenize transmitted forces by minimizing the spread of reaction forces. The resulting architectures transform localized loading into broader, more uniform force distributions and experimentally demonstrate robust load spreading under quasi‐static and impact loading.
Andrea Detry +6 more
wiley +1 more source
A hybrid additive manufacturing platform integrates direct droplet writing of metallic composite with VAT photopolymerization to fabricate architected soft magnetic composites. This approach enables microscale patterning of high‐viscosity materials for programmable actuators, adaptive fluidic devices, and switchable adhesives, offering tunable ...
Yeowon Yoon +4 more
wiley +1 more source
Cell therapies typically rely on cold‐chain logistics and cryopreservation, limiting access and compromising cell quality. Here, a dual‐chamber device separates an oxygen‐supplying chamber from a hyaluronic acid cargo chamber, sustaining oxygen delivery for over 70 h and enabling ambient‐temperature shipment.
Daniel A. Domingo‐Lopez +9 more
wiley +1 more source
To elucidate the punching–shear failure mechanism and effect pattern of reinforced concrete (RC) slab–column joints with stirrups and/or openings, punching–shear failure tests were systematically conducted on 11 RC slab–column joint specimens to study ...
Hongtao Lai +3 more
doaj +1 more source
Shear Behaviour of Reinforced Concrete Beams without and with Small Amounts of Shear Reinforcement
The assessment of the load-bearing capacity of existing concrete structures is, in many cases, performed on the basis of design models. In these design models, the minimum shear reinforcement ratio, ρw,min, and the maximum spacing of the shear reinforcement, sl,max, have been introduced to prevent a brittle shear failure.
openaire +2 more sources
Shear behavior of fly ash reinforced concrete beam without shear reinforcement
Abstract An experimental study was carried out to discover the shear behavior of reinforced concrete beam (RCB) using fly ash (FA) as cement replacement material. Variation of FA composition that was used as the research variable were 10 %, 20 % and 30 % by cement mass. Each of the variations has two RCB specimens while two RCB specimens
A E Nasution, R Kurniawan, R Thamrin
openaire +1 more source
Advanced ink systems for solution‐processed textile triboelectric nanogenerators are systematically summarized, spanning conductive, tribo‐negative, and tribo‐positive layers. By connecting ink chemistry, deposition methods, and device function, the present review reveals the key governing principles of solution development and highlights practical ...
Xinlong Sun, Stephen Beeby
wiley +1 more source
Soil Reinforced with Geosynthetics – Prototyping Reinforcements Using 3D Printing [PDF]
Soils are materials with very limited tensile strength. To overcome this limitation, reinforcements such as geosynthetics are often incorporated into the soil matrix.
Carlos David Miranda +4 more
doaj +1 more source
Keratin recovered from animal‐hair textile waste is fractionated and blended with cellulose to produce continuously spun hybrid fibers. Selecting the high‐molecular‐weight keratin fraction enables 30 wt.% keratin incorporation while maintaining high strength in dry and wet states.
Mian Zhai +6 more
wiley +1 more source
This study comprehensively examines the impact of various tensile and shear reinforcement arrangements on the ultimate capacity and failure mode of reinforced concrete (RC) beams. This study encompasses theoretical, experimental, and numerical approaches.
Ahmed S. Elamary +4 more
doaj +1 more source

