Results 201 to 210 of about 4,478,841 (351)
This work identifies a size‐dependent shrinkage effect that arises during polymer pyrolysis and uses it to embed residual stress into tensegrity‐inspired nanoarchitectures. By adjusting the dimensions of the structural elements, controlled prestress can be introduced in a simple and repeatable manner, enabling mechanically tunable nanostructures with ...
Amitha R. Mulastham +6 more
wiley +1 more source
Programmable shape morphing of drying foods via symmetry breaking. [PDF]
van der Sman RGM, Curatolo M, Teresi L.
europepmc +1 more source
Experimental investigation of reinforced concrete members subjected to reversed cyclic axial loading
Abstract This paper presents an experimental campaign of five reinforced concrete members subjected to cyclic axial loading alternating between tension and compression. Fiber optical sensors and digital image correlation, in combination with automated crack detection and measurement, were used to investigate, among other aspects, the development of ...
Simon Karrer +2 more
wiley +1 more source
Sustainable Rubberized Concrete-Filled Square Steel Tubular Columns Under Eccentric Compression. [PDF]
Liu Y +5 more
europepmc +1 more source
Abstract This study introduces an innovative approach to strengthening defected reinforced concrete (RC) columns using externally bonded stainless steel and galvanized steel plates. Unlike conventional strengthening methods, this technique replaces traditional transverse stirrups with steel sheets, providing enhanced confinement and ductility.
Ahmed Hamoda +5 more
wiley +1 more source
Influence of Dual Heat Treatment on the Metallurgy and Mechanical Behaviour of Diamond-Like Carbon-Coated NiTi Rotary Systems: A Multimethod Investigation. [PDF]
Silva EJNL +5 more
europepmc +1 more source
Flexural performance of concrete‐filled steel tubular beams with wood chip aggregate
Abstract This study investigates the flexural performance of concrete‐filled steel tubular (CFST) beams with partial replacement of aggregates by wood chips (0%–25%) through experimental and numerical analysis. This study is novel in that it experimentally and numerically investigates the flexural behavior of CFST beams with partial replacement of ...
Mizan Ahmed +6 more
wiley +1 more source
Comparison of failure criteria application for fml buckling strength analysis. [PDF]
Banat, D., Mania, Radosław J.
core
Simple and detailed modeling of corrosion‐affected slender shear critical RC beams
Abstract The corrosion of steel bars compromises both the safety and the serviceability of reinforced concrete (RC) structures. Consequently, reliable tools are required to estimate the detrimental effects of corrosion on the structural response of RC members subjected to transverse loads.
Nino Spinella, Pier Paolo Rossi
wiley +1 more source

