Results 191 to 200 of about 31,508 (332)

Impact of half‐joint failures on RC girder bridges: A robustness quantification study

Structural Concrete, EarlyView.
Abstract The robustness of bridge structures is critical to ensuring safety and service continuity, particularly in aging infrastructure exposed to degradation and unexpected loads. Reinforced concrete (RC) half‐joint bridges—widely built in Italy between the 1950s and 1970s—exhibit specific vulnerabilities due to inspection challenges, durability ...
Paolo Martinelli, Matteo Colombo
wiley   +1 more source

Anisotropy and shear stress accumulation during collective migration of epithelial cells. [PDF]

Eur Biophys J
Pajic-Lijakovic I, Milivojevic M, McClintock PVE.   +2 more
europepmc   +1 more source

Performance enhancement of reinforced concrete columns using stainless steel and galvanized steel plates: Experimental and numerical investigation

Structural Concrete, EarlyView.
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, Khaled Sennah, Ramy I. Shahin, Aref A. Abadel, Mizan Ahmed, Mohamed Ghalla   +5 more
wiley   +1 more source

Strain-Engineered Jacutingaite Analogs as Efficient 2D Catalysts for Hydrogen Evolution Reactions. [PDF]

ACS Omega
Oliveira CC, Autreto PAS.
europepmc   +1 more source

Surface crack growth subject to bending and biaxial tension-compression

, 2015
V. Shlyannikov, A.V. Tumanov, A. Zakharov, A. A. Gerasimenko   +3 more
openalex   +2 more sources

Flexural performance of concrete‐filled steel tubular beams with wood chip aggregate

Structural Concrete, EarlyView.
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, Mohamed Emara, Vipulkumar Ishvarbhai Patel, Wensu Chen, Xihong Zhang, Faiz Shaikh, Ahmed Hamoda   +6 more
wiley   +1 more source

Conductivity Enhancement and Strain Gauge Optimization for Accurate and Stable Flexible Wearable Motion Sensors. [PDF]

ACS Omega
Huang YK, Shi SC, Rahmadiawan D, Chen GY.   +3 more
europepmc   +1 more source

Numerically efficient mechanical modeling of reinforced concrete membrane elements with fixed, interlocked cracks

Structural Concrete, EarlyView.
Abstract Compression field approaches such as the Cracked Membrane Model with fixed, interlocked cracks (CMM‐F) are efficient tools for the mechanical modeling of reinforced concrete elements, providing the mechanical model σ=fε$$ \boldsymbol{\upsigma} =f\left(\boldsymbol{\upvarepsilon} \right) $$ required for finite element analyses.
Andreas Näsbom, Karel Thoma, Walter Kaufmann   +2 more
wiley   +1 more source

Tunable flexible capacitive sensor for dynamic pressure monitoring. [PDF]

Microsyst Nanoeng
Fu H, Zhao Z, Jiang J, Chen Y, Zhang H, Li H, Liang G.   +6 more
europepmc   +1 more source

P014 Analysis for Secondary Buckling Behavior of Functionally Graded Thin Strips Subjected to Biaxial Compression

, 2007
Yuichi Tamura, Takuya MORIMOTO, Ryuusuke KAWAMURA, Yoshihiro OOTAO, Yoshinobu TANIGAWA   +4 more
openalex   +2 more sources