|
|
|
|
|
Jan Bielak, Maximilian Schmidt, Josef Hegger and Frank Jesse
With the innovative composite material carbon-reinforced concrete, thin-walled, high-performance components can be realized. A combination of carbon fiber reinforced polymer (CFRP) bars and non-metallic textile grids is advantageous as it exploits the fu...
ver más
|
|
|
|
|
|
|
|
|
|
|
Rami Eid, Avi Cohen, Reuven Guma, Eliav Ifrach, Netanel Levi and Avidor Zvi
The standard requirements for transverse steel reinforcement (TSR) confinement in reinforced-concrete (RC) columns are mainly to provide the following: ductile behavior, minimum axial load capacity of the column?s core, and prevention of longitudinal bar...
ver más
|
|
|
|
|
|
|
|
|
|
|
Sergej Rempel, Marcus Ricker and Josef Hegger
In most countries, for the production and execution of concrete structures with textile reinforcement, building owners must have a general approval (e.g., ?abZ? in Germany) or an individual license (e.g., ?ZiE? in Germany). Therefore, it is quite common ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jan Bielak, Viviane Adam, Josef Hegger and Martin Classen
A reliable and economic utilization of textile-reinforced concrete in construction requires appropriate design concepts. Unlike designs for bending, the development of models for shear is still the subject of current research. Especially for thin slabs, ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Iurii Vakaliuk, Silke Scheerer and Manfred Curbach
In the case of solid slabs made from reinforced concrete that are usually subjected to bending, large areas of the structure are stressed well below their load-bearing capacity or remain stress-free. Contrary to this are shell structures, which can bridg...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jiyang Wang, Dan Yu, Chen Zeng, Xiaohua Ji, Lingpeng Ye, Pinghuai Zhou and Senlin Zhao
To examine the flexural toughness characteristics of textile-reinforced lightweight aggregate concrete (TRLC), a four-point bending test was conducted to assess the impact of varying numbers of textile layers and the inclusion of hydroxypropyl methylcell...
ver más
|
|
|
|
|
|
|
|
|
|
|
Iurii Vakaliuk, Silke Scheerer and Manfred Curbach
Concrete is the most widely used building material today. The enormous amount used goes hand in hand with high material consumption and CO2 emissions. Thus, building with concrete must be improved, becoming part of the solution on the way to climate-frie...
ver más
|
|
|
|
|
|
|
|
|
|
|
Markus Beßling, Leonie Manko and Jeanette Orlowsky
Textile-reinforced concrete is characterized by its high-performance load-bearing behavior. The basis of these properties is largely determined by the characteristics of the textile used. The textile in turn consists of fibers that are bonded together by...
ver más
|
|
|
|
|
|
|
|
|
|
|
Mohannad Alhusban and Azadeh Parvin
Sustainable solutions in the building construction industry promotes the use of innovative materials such as textile reinforced mortar (TRM) as a strengthening technique resulting in a reduced life-cycle cost. This paper presents a nonlinear finite eleme...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jongho Park, Jungbhin You, Sun-Kyu Park and Sungnam Hong
Textile-reinforced mortar (TRM) is used to strengthen reinforced concrete (RC) structures using a textile and inorganic matrix. TRM is a part of textile-based composites; the basic structural behaviors, application methods, and methodologies for the exte...
ver más
|
|
|
|
|
|
|
|
|
|
|
Kyung-Min Kim and Ju-Hyun Cheon
Textile-reinforced concrete (TRC) has many advantages, including corrosion resistance, but TRC is a novel composite material and there is limited experimental research on the flexural behavior of TRC members. This paper aims to experimentally evaluate th...
ver más
|
|
|
|
|
|
|
|
|
|
|
Sanjay Gokul Venigalla, Abu Bakar Nabilah, Noor Azline Mohd Nasir, Nor Azizi Safiee and Farah Nora Aznieta Abd Aziz
Textile-reinforced concrete (TRC) is a form of reinforced concrete, where conventional reinforcement is replaced with textiles or fibers. The high tenacity of the textile fibers results in flexible and durable concrete structures. The literature has been...
ver más
|
|
|
|
|
|
|
|
|
|
|
Markus Beßling, Christoph Czaderski and Jeanette Orlowsky
Repairing and strengthening of existing aged steel-reinforced concrete structures is a major challenge. Today, much of the repair work completed is insufficient and brittle. A promising new solution for repair and strengthening tasks is the use of iron-b...
ver más
|
|
|
|
|
|
|
|
|
|
|
Rostislav Chudoba, Ehsan Sharei, Tilo Senckpiel-Peters and Frank Schladitz
The present paper contributes to the discussion on modeling methods appropriate for the structural analysis of thin-walled concrete shells, a rapidly developing field of material and structural design utilizing the high-performance cementitious composite...
ver más
|
|
|
|
|
|
|
|
|
|
|
Mathias Flansbjer, Natalie Williams Portal and Daniel Vennetti
As a part of the SESBE (Smart Elements for Sustainable Building Envelopes) project, non-load bearing sandwich elements were developed with Textile Reinforced Reactive Powder Concrete (TRRPC) for outer and inner facings, Foam Concrete (FC) for the insulat...
ver más
|
|
|
|
|
|
|
|
|
|
|
Marco Carlo Rampini, Giulio Zani, Matteo Colombo and Marco di Prisco
Optimisation of textile reinforced concrete (TRC) composites for new constructions and for the seismic retrofitting of existing buildings.
|
|
|
|
|
|
|
|
|
|
|
Franz Wagner, Leonie Mester, Sven Klinkel and Hans-Gerd Maas
This study focuses on the development of novel evaluation methods for the analysis of thin carbon reinforced concrete (CRC) structures. CRC allows for the exploration of slender components and innovative construction techniques due to its high tensile st...
ver más
|
|
|
|
|
|
|
|
|
|
|
Fei Xu, Qi Li, Tongze Ma, Yao Zhang, Junwei Li and Tao Bai
Concrete structures are subjected to various forms of damage in cold regions. However, the interfacial bonding properties of traditional concrete (NC) reinforced with textile-reinforced cementitious composite (TRECC) under freeze?thaw cycle damage have n...
ver más
|
|
|
|
|
|
|
|
|
|
|
Michael Frenzel, Enrico Baumgärtel, Steffen Marx and Manfred Curbach
This article presents the cracking and load-bearing behaviour of carbon-reinforced prismatic concrete tensile specimens. Grids with different geometries and impregnations were used as carbon reinforcement. In addition, the roving surfaces were partially ...
ver más
|
|
|
|
|
|