Results 71 to 80 of about 2,751,834 (354)

Anti‐Slip Material‐Based Strategies and Approaches

open access: yesAdvanced Materials Technologies, EarlyView.
This review highlights the principle mechanisms of slipping at the microscale, linking contact mechanics with a friction behavior model for surface interfaces. Main strategies to develop anti‐slip properties to the surfaces are discussed alongside standardized testing approaches.
Sogand Abbaspoor‐Zanjani   +3 more
wiley   +1 more source

Modelling the bond between concrete and reinforcing steel in a fire [PDF]

open access: yes, 2010
This is the post-print version of the final paper published in Engineering Structures. The published article is available from the link below. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting,
Allwood   +21 more
core   +1 more source

Mode shape‐based damage identification for a reinforced concrete beam using wavelet coefficient differences and multiresolution analysis

open access: yes, 2018
In this paper, the structural mode shapes extracted from the finite element model of a simply supported reinforced concrete beam are employed for damage identification using different types of wavelets. To start with, the parity of signals, wavelets, and
Ying Zhao   +3 more
semanticscholar   +1 more source

Degradation Mechanisms in PEM Water Electrolysis: Diagnosis and Impact

open access: yesAdvanced Materials Technologies, EarlyView.
This review provides an analysis of degradation mechanisms in proton electrolyte membrane water electrolyzers (PEMWE), focusing on all key components. It discusses diagnostic and measurement techniques for evaluating degradation, less‐studied mechanisms, and an expert survey.
Annik Bernhardt   +11 more
wiley   +1 more source

The effect of construction joints on the flexural bending capacity of singly reinforced beams

open access: yesCase Studies in Construction Materials, 2016
The main purpose of conducting this study is to determine the difference in the bending capacity between a singly reinforced monolithic beam and a singly reinforced beam with a construction joint at the beam center, for a range of different compressive ...
Nagib N. Gerges   +2 more
doaj   +1 more source

FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS WITH GOVERNING JOINT SHEAR FAILURE MODE

open access: yes, 2017
REINFORCED CONCRETE (RC) BEAM-COLUMN CONNECTIONS ESPECIALLY THOSE WITHOUT TRANSVERSE REINFORCEMENT IN JOINT REGION CAN EXHIBIT BRITTLE BEHAVIOR WHEN INTENSIVE DAMAGE IS CONCENTRATED IN THE JOINT REGION DURING AN EARTHQUAKE EVENT.
M. Najafgholipour   +3 more
semanticscholar   +1 more source

Influence of Steel Fiber on the Shear Strength of a Concrete Beam

open access: yesCivil Engineering Journal, 2018
The shear failure in a concrete beam is a brittle type of failure. The addition of steel fibers in a plain concrete mix helps to bridge and restrict the cracks formed in the brittle concrete under applied loads, and enhances the ductility of the concrete.
A. Hameed, M. Al-Sherrawi
semanticscholar   +1 more source

Magnetic Textiles: A Review of Materials, Fabrication, Properties, and Applications

open access: yesAdvanced Materials Technologies, EarlyView.
Magnetic textiles (M‐textiles) are emerging as a programmable materials platform that merges magnetic matter with hierarchical textile structures. This article consolidates magnetic material classes, textile architectures, and fabrication and magnetization strategies, revealing structure–property–function relationships that govern magneto‐mechanical ...
Li Ke   +3 more
wiley   +1 more source

Analysis of Concrete-Filled Steel Tube Reinforced Concrete Column-Steel Reinforced Concrete Beam Plane Frame Structure Subjected to Fire

open access: yesAdvances in Civil Engineering, 2021
The ABAQUS finite-element analysis platform was used to understand the mechanical behavior of concrete-filled steel tube reinforced concrete (CFSTRC) columns and steel reinforced concrete (SRC) beam plane frames under fire conditions.
Yanhong Bao, Bowen Chen, Lei Xu
doaj   +1 more source

Cyclic behavior of a two-span RC beam built with plain reinforcing bars [PDF]

open access: yes, 2011
Reinforced concrete structural elements lacking appropriate seismic detailing and built with plain reinforcing bars, and subjected to cyclic loads like the ones induced by earthquakes, are particularly sensitive to the bond-slip mechanism.
Costa, Aníbal   +3 more
core   +3 more sources

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