Results 81 to 90 of about 72,139 (299)

A Numerical study of resistance in a rough walled channel flow where the ratio of roughness length scale to the depth of flow varies over a wide range [PDF]

open access: yes, 2009
Numerical calculations were performed over a variety of two-dimensional rib roughness configurations in which the ratio of flow depth to roughness height was varied from 1.1 to 40.
Senior, A K
core  

The performance analysis of shear walls with opening based on quantitative identification method of vibration modes

open access: yesAlexandria Engineering Journal
Shear walls are the main lateral force resistant components of building structures. The position and shape of openings seriously affect the performance of shear walls.
Panxu Sun   +3 more
doaj   +1 more source

Microstructure Reconstruction in Battery Electrodes Using Machine Learning Based on Low‐Voltage Focused Ion Beam–Scanning Electron Microscopy Tomography Images

open access: yesAdvanced Engineering Materials, EarlyView.
Low‐voltage FIB‐SEM tomography combined with a image preprocessing pipeline improves phase contrast and enables reliable machine‐learning segmentation of conductive networks in lithium‐ion battery electrodes. Structural descriptors are extracted from segmented images, done semimanually and automated, and compared.
Lisa Beran   +6 more
wiley   +1 more source

Design of a mechanism to increase lateral force resistance of an autonomous ship hull cleaning robot

open access: yes, 2020
Thesis: S.B., Massachusetts Institute of Technology, Department of Mechanical Engineering, May, 2020Cataloged from the official PDF of thesis.Includes bibliographical references (page 27).Marine biofoul accrues on ship hulls and increases the resistance ...
Morgan, Harith.
core  

Element Modeling of Masonry Wall With Opening Under Lateral Force

open access: yes, 2018
: Three-dimensional Finite Element Model for Masonry Wall with openings under lateral force using ABAQUS software. Finite element model verification with an experiment masonry wall in the laboratory without openings. The load-displacement relationship of
Darmayadi, Danna, Ahyar, Muhamad Rusli
core   +1 more source

From Shear to Sound: Mechanics–Acoustics Mapping of TPMS Lattices

open access: yesAdvanced Engineering Materials, EarlyView.
Triply periodic minimal surface (TPMS) lattices are mapped across mechanical and acoustic performance, revealing that descriptors validated in compression fail under shear. First‐time comparison with trusses included. A transition from porous to resonance‐driven absorption emerges at 25% density.
Lucía Doyle   +3 more
wiley   +1 more source

Mechanical characteristics and calculation method of static pressure pile installation for PHC pipe piles in sandy soil foundation with pebble interlayer

open access: yesScientific Reports
The static pressure pile installation technique is extensively utilized in the construction of bridge pile foundations. However, the presence of pebble interlayers within the strata is a common occurrence. To examine the impact of such pebble interlayers
Xiannian Zhou   +5 more
doaj   +1 more source

Influence of Geometric Design on Mechanical Performance of Auxetic Metastructure

open access: yesAdvanced Engineering Materials, EarlyView.
Strategic geometric reinforcement transforms auxetic performance. This study evaluates 3D‐printed arrowhead metastructures, revealing that a modified design with local ring reinforcement suppresses premature failure to achieve superior energy absorption and structural efficiency.
Muhammad Gulzari   +3 more
wiley   +1 more source

Failure mode and anti-impact resistance of RC pier model subjected to lateral impact force

open access: yes, 1996
application/pdfIn this paper, failure mode and anti-impact resistance of RC pier models subjected to lateral impact force are discussed based on experimental results.
岸, 徳光   +11 more
core  

Bearing characteristics of ultra-long piles based on distributed fiber optic sensing technology

open access: yesYantu gongcheng xuebao
Based on a series of pile foundation tests from a project in the Super Headquarters Base in Shenzhen Bay, the load deformation characteristics of super-long piles under different geological conditions and the impact of friction coefficient on pile-soil ...
FU Zhangxin 1, CAO Wenzhao 1, 2, WU Xujun 1, 2, ZHANG Xingjie 2, LUO Muchi 1
doaj   +1 more source

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