Results 61 to 70 of about 161,341 (306)
Crack Width – Seismic Intensity Relationships for Concrete Gravity Dams
Journal of Earthquake Engineering, 2023 Seismic assessment of plain concrete structures like gravity dams is generally conducted based on cracking. The responses of two types of gravity dams, i.e. the conventional and roller compacted concrete (RCC), were investigated in this study using a discrete element tool coupled with special reservoir elements.
Berat Feyza Soysal, Yalin Arici
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Innovating Aircraft Repair Processes: The Role of Digitalization in Sustainability
Advanced Engineering Materials, EarlyView.This research explores how digitalization—by storing detailed non‐destructive testing data in structured DICONDE databases and creating a standard data model of the component—innovates aviation maintenance and repair processes. Coupled with a developed state‐based simulation model, it enables data‐driven, sustainable repair strategies that reduce waste,
Johanna Aigner +3 more
wiley +1 more source
Crack width evaluation for flexural RC members
Alexandria Engineering Journal, 2012 AbstractSome building code equations and equations developed by researchers are used for the calculation of the crack width in reinforced concrete flexural members. To investigate codes’ provisions beside some equations found in the literature concerning the crack width calculation of reinforced concrete members subjected to flexure, five reinforced ...
Said M. Allam +3 more
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Effect of anvil profile on cutting characteristics of polystyrene bar subjected to wedge indentation
Journal of Advanced Mechanical Design, Systems, and Manufacturing, 2020 This research was aiming to investigate cutting characteristics of Polystyrene (PS) 3 mm square bars subjected to indentation of a center bevel (blade angle of 42°) steel blade and stacked on an AL anvil (underlay).
Thepwachara RUCHIRABHA, Shigeru NAGASAWA
doaj +1 more source
Process‐Informed Analysis of As‐Built Metal Additive Surface Features
Advanced Engineering Materials, EarlyView.This article introduces a novel method for feature‐based surface texture characterisation directly incorporating manufacturing variables into the feature extraction workflow. This marks a major step towards identifying process‐specific surface properties and their influence on part function and hence a holistic understanding of process–structure ...
Theresa Buchenau +5 more
wiley +1 more source
BuildingsChloride-induced reinforcement corrosion primarily contributes to the deterioration of concrete structures. Cracks provide natural pathways for chloride ions, which accelerate the corrosion process and shorten the service life of structures.
Xixi Wang +5 more
doaj +1 more source
Evaluation of Crack Propagation and Post-cracking Hinge-type Behavior in the Flexural Response of Steel Fiber Reinforced Concrete [PDF]
, 2017 An experimental evaluation of crack propagation and post-cracking behavior in steel fiber reinforced concrete (SFRC) beams, using full-field displacements obtained from the digital image correlation technique is presented.
Gali, Sahith, K V L, Subramaniam
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Advanced Engineering Materials, EarlyView.This study explores the lightweight potential of laser additive‐manufactured NiTi triply periodic minimal surface sheet lattices. It systematically investigates the effects of relative density and unit cell size on surface quality, deformation recovery, compression behavior, and energy absorption.
Haoming Mo +3 more
wiley +1 more source
Experimental Study on the Tensile Properties of Rock-Mortar Interface under Different Strain Rates
Advances in Materials Science and Engineering, 2018 In this paper, an experimental study was carried out on a rock-mortar interface specimen under three different strain rates (10−6, 10−5, and 10−4 s−1) using the MTS322 electrohydraulic servo loading system, and a new constitutive relation function of ...
Nan Wu, Zhende Zhu, Zhilei He
doaj +1 more source
Nonlinear analysis of crack widths in reinforced concrete [PDF]
, 2009 Former research indicates that the crack width close to the bar can be a better indicator for the risk for reinforcement corrosion than, as current concrete codes impose, the crack width at the concrete surface.
Lundgren, Karin +2 more
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