Results 51 to 60 of about 507 (175)
Impact of half‐joint failures on RC girder bridges: A robustness quantification study
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
Innovative development and structural behavior of hollow columns using inflatable molds
Abstract This study introduces a novel approach for constructing hollow columns using precast (PC) methods enhanced by inflatable air tubes as internal molds. The proposed method addresses practical challenges in conventional hollow column construction, such as limited constructability, high production cost, and interference between internal molds and ...
Soo Hyung Kim +3 more
wiley +1 more source
The hidden science of haptics: A pedagogical review of tactile evaluation in cosmetics
This review explores the physiological basis of tactile perception and critically examines classical and emerging sensory methods used in cosmetics, advocating for broader methodological integration and recognition of sensory analysis in the field. Abstract Sensory analysis is a cornerstone of cosmetic development, yet remains underrepresented in peer ...
Morgane Postec +2 more
wiley +1 more source
The Local Scour Impact Around a Cylindrical Bridge Pier for Two Different Abutment Models
Local scour, the erosion of sediment around hydraulic structures caused by flowing water, is a major factor contributing to bridge failure, particularly near piers and abutments.
Athraa Abdulwahid Khalaf +2 more
doaj +1 more source
3DNumerical Simulation of Hydrodynamic Parameters around the Bridge Piers Using Various Turbulence Models [PDF]
In present study, the near-wake flow around the bridge piers of a circular section has been numerically analyzed. Numerical simulation was carried out using Fluent, and the numerical results were verified by the different researchers' experimental and ...
Nazila Kardan +2 more
doaj
The effect of slot in reducing scour depth of cylindrical bridge pier using Flow3D software [PDF]
Scouring is one of the most important factors in the destruction of bridge piers. One of the ways to reduce scouring depth is to use a slot in the bridge pier.
Milad Kazemian, Kazem Esmaeili
doaj +1 more source
To dissect how mechanical forces influence intestinal physiology, we developed a stretchable 3D colon‐on‐chip that integrates tunable topography, stiffness and peristalsis‐like motion within a physiologically relevant microenvironment. We showed that stretching is a dominant factor governing epithelial behavior, markedly enhancing proliferation and ...
Moencopi Bernheim‐Dennery +10 more
wiley +1 more source
Abstract This study examined the spatiotemporal variability in geotechnical properties of beach cusp sediments on a sandy beach and tested if such variability can be used for cusp monitoring from satellite imagery. Specifically, sediment properties (including moisture content (w), relative density (Dr), sediment strength (QSBC) and friction angle (ϕ ...
Stephen Adusei +3 more
wiley +1 more source
Husbandry of Newly Born Endangered White's Seahorse, Hippocampus whitei, for Conservation Stocking
ABSTRACT Conservation stocking programmes have been increasingly used to reverse wildlife population declines; however, the success of such programmes can often depend on the number and fitness of animals translocated or released. The White's seahorse Hippocampus whitei is an endangered seahorse species endemic to eastern Australia, where a ...
Mitchell Brennan +3 more
wiley +1 more source
Damping Modification Factors for Pile–Induced Filtering Effect
ABSTRACT Period–dependent Damping Modification Factors are usually applied to the 5%–damped pseudo–acceleration response spectrum at free field conditions to derive the seismic demand for structures with damping ratio other than 5%. Likewise, the response spectrum at the foundation level of pile–supported structures may differ from the free field ...
Emmanouil Rovithis +3 more
wiley +1 more source

