Results 71 to 80 of about 5,551 (259)

New perspectives on carbon reinforced concrete structures—Why new composites need new design strategies

open access: yesCivil Engineering Design, Volume 5, Issue 5-6, Page 67-94, January 2024.
Abstract In civil engineering, carbon is typically regarded as a modern material to serve as reinforcement in concrete structures. Compared to steel reinforcement, it features two substantial benefits: It is not sensitive to corrosion, and has an enormously increased tensile strength.
Manfred Curbach   +34 more
wiley   +1 more source

Research on Flexural Properties and Flexural Toughness Evaluation Method of Steel Fiber Reinforced Cementitious Composites under Polar Low Temperatures

open access: yesAdvances in Civil Engineering, Volume 2024, Issue 1, 2024.
In this research, five groups of steel fiber reinforced cementitious composite (SFRCC) with different fiber volume content (0%, 0.5%, 1.0% 1.5%, and 2.0%) were designed to perform four‐point flexural tests on beam specimens to study the effects of polar temperature (20, 0, −25, −50, −75, and −100°C) and fiber volume content on the flexural properties ...
Farun Shui   +5 more
wiley   +1 more source

Rehabilitation of overload-damaged reinforced concrete columns using ultra-high-performance fiber-reinforced concrete

open access: yesOpen Engineering, 2023
One of the problems experienced by reinforced concrete (RC) structures, whether a mistake at the design phase or a change in building use, is an overload.
Alasmari H. A.
doaj   +1 more source

Effect of Different Steel Fiber Type and Content in Flexural Behavior of Ultra High Performance Fiber Reinforced Concrete [PDF]

open access: yes, 2016
In the research study, the effect of different fiber contents to flexural behavior of the Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) was investigated experimentally.
Birol, Tamer   +5 more
core   +1 more source

Performance Evaluation of Hybrid Fiber‐Reinforced Inorganic Mortar for Textile‐Reinforced Mortar Applications

open access: yesAdvances in Civil Engineering, Volume 2024, Issue 1, 2024.
The need to improve existing structures has led to extensive research on strengthening techniques. Textile‐reinforced mortar (TRM) systems, which involve the integration of high‐strength fibers with inorganic matrix, have emerged as a highly promising and viable alternative.
Manisha Shewale   +4 more
wiley   +1 more source

Improved static and impact properties of UHPFRC retrofitted with PU grout materials: Experiments and ML algorithms

open access: yesResults in Engineering
This study addresses the inherent brittleness of ultra-high-performance fiber re-inforced concrete (UHPFRC) by introducing a U-shaped specimen and investigating the impact strength of U-shaped UHPFRC retrofitted with polyurethane (PU) grout overlays.
Ali Al-shawafi   +4 more
doaj   +1 more source

Sustainable construction through eco-efficient ultra-high performance concrete [PDF]

open access: yes, 2016
An innovative type of steel-fibre reinforced ultra-high performance concrete (UHPC), including its constituent materials and its mixing procedure, is reviewed in this paper.
Camões, Aires, Ferdosian, I.
core   +1 more source

Application of Fully Connected Neural Network‐Based PyTorch in Concrete Compressive Strength Prediction

open access: yesAdvances in Civil Engineering, Volume 2024, Issue 1, 2024.
Compressive strength of concrete is an important parameter in the design of concrete structures and the prediction of their durability. Therefore, it is of great significance to predict the compressive strength of concrete. In this study, a fully connected neural network model is developed using the PyTorch framework to predict the compressive strength
Xuwei Dong   +3 more
wiley   +1 more source

TRIAXIAL COMPRESSIVE STRENGTH OF ULTRA HIGH PERFORMANCE CONCRETE [PDF]

open access: yes, 2017
The aim of this work is to describe the strength of Ultra High Performance Concrete (UHPC) under triaxial compression. The main goal is to find a trend in the triaxial compressive strength development under various values of confinement pressure.
Beckmann , Birgit   +2 more
core   +1 more source

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