Results 71 to 80 of about 81,732 (286)
Flexural Behavior of Corroded RC Beams Strengthened by Textile-Reinforced Concrete
The flexural behavior of corroded reinforced concrete (RC) beams strengthened with textile reinforced concrete (TRC) was analyzed and discussed in this work. Thirteen beams, including one reference beam, three corrosion-only beams, and nine TRC-strengthened corroded beams, were tested under four-point bending.
Wei Xie +4 more
openaire +2 more sources
We address multilayer PCB anomaly detection for smart manufacturing by physical reservoir computing with HfO2‐based memristors. Crystallinity‐tuned HfO2 suppresses ferroelectricity while preserving the high‐k insulating state and confers strong short‐term memory.
Yongho Lee +7 more
wiley +1 more source
Analysis of FRP shear strengthening solutions for reinforced concrete beams considering debonding failure [PDF]
In this paper, a fiber beam model previously developed by the authors for the nonlinear analysis of strengthened elements, including the effects of shear, is used to predict the response of reinforced concrete (RC) beams strengthened in shear with fiber ...
Bairán García, Jesús Miguel +3 more
core +2 more sources
ABSTRACT Environmental protection has emerged as a global priority in the contemporary context. As pivotal actors in the transition towards sustainable development, companies play a crucial role through the adoption of environmental innovations. This study investigates how organisational characteristics—specifically geographical location, business ...
Carlos de las Heras‐Rosas +3 more
wiley +1 more source
Influence of the concrete properties in the effectiveness of the NSM CFRP laminates for the shear strengthening of RC beams [PDF]
The New Surface Mounted (NSM) technique was applied to increase the shear resistance of Reinforced Concrete (RC) beams. For this purpose, laminates of Carbon Fiber Reinforced Polymer (CFRP) were introduced into thin slits made on the concrete cover of ...
Barros, Joaquim A. O. +1 more
core
This paper presents the results of a two-phase experimental program investigating the punching shear behavior of fiber reinforced polymer reinforced concrete (FRP RC) flat slabs with and without carbon fiber reinforced polymer (CFRP) shear reinforcement.
El-Ghandour, A. W. +2 more
core +1 more source
Efficient strengthening technique to increase the flexural resistance of existing RC slabs [PDF]
Composite materials are being used with notable effectiveness to increase and upgrade the flexural load carrying capacity of reinforced concrete (RC) members.
Barros, Joaquim A. O. +2 more
core +1 more source
ABSTRACT The circular economy is gaining traction as a transformative approach to address climate change and the shortcomings of the linear economic model, which is defined by unsustainable production and consumption patterns. This study explores the implementation of circularity principles in the Spanish automotive industry, with particular attention ...
Salvador Perez‐Canto +2 more
wiley +1 more source
Bond testing of salty-sand concrete reinforced with different rebars
In this work, reinforced concrete (RC) test specimens, cast with different rebars (CA-50 Steel, Basalt Fiber Reinforced Polymer – BFRP and Glass Fiber Reinforced Polymer – GFRP) and different concrete mixtures (salty-sand and unsalty sand), were ...
Bostel Rudney +5 more
doaj +1 more source
Tension-stiffening behaviour of reinforced concrete ties of various strength classes [PDF]
A new law of tension-stiffening for reinforced concrete (RC) ties is proposed in the present study. It is based on the test data of 11 experimental programs of RC elements of various strength classes reported in the literature.
Gribniak, Viktor +4 more
core +1 more source

