21   Artículos

 
en línea
Honglong Ma, Huawei Li, Jinhu Zheng, Wei Wei, Shaohua He, Xiaopeng Tian, Xiaohui Li and Feng Liu    
The application range of rubber-recycled aggregate concrete (RRAC), a new type of green building material, is currently limited due to performance defects, including low hardness, high water absorption, and poor adhesion. To expand its application in rei... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Zhongling Wang, Xiaohong Zheng, Qiqi Wang and Qian Wang    
Ultra-high-performance concrete (UHPC)-filled duct connection is an innovative solution for joining assembled structures, in which the anchorage performance of the rebar and UHPC filled in bellows plays a critical role in determining the overall connecti... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Wenhu Gu, Jiarui Chen, Qirong Li, Rundong Ji and Jianzhong Ji    
Fiber materials have advantages such as light weight and high strength, corrosion resistance, fatigue resistance, and easy processing and production, and they are widely applied in the repair and renovation of concrete structures. To promote the construc... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Zhenming Xu, Yuan Huang and Rui Liang    
In this paper, 3D finite element simulations were conducted for lap-spliced ultra-high-performance concrete (UHPC) beams using ABAQUS software. Based on the concrete damaged plasticity (CDP) model, the plastic damage factor was introduced to simulate the... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Rui Ren, Xinjiang Xu, Dongbo Li, Li Fan, Qinlong Liu and Xiguang Liu    
To study the bond?slip behavior of steel?steel fiber recycled aggregate concrete, push-out tests of 16 specimens were carried out using steel fiber volume ratio, steel fiber aspect ratio, steel protective layer thickness and steel embedded length as the ... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Rui Liang, Yuan Huang and Zhenming Xu    
Ultra-high performance concrete (UHPC) has been demonstrated to be a realistic alternative to less maintenance and significantly longer service life due to its better mechanical properties and low permeability. The bond performance of the deformed steel ... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
David Z. Yankelevsky, Yuri S. Karinski and Vladimir R. Feldgun    
Crack width is a major performance criterion in reinforced-concrete structures, in general, and is of utmost importance in ensuring bridge performance, in particular. A reliable theory-based method is required to assess crack widths and gain insight into... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Yuri S. Karinski, David Z. Yankelevsky and Vladimir R. Feldgun    
Cracking is an inherent characteristic of a reinforced-concrete (RC) element subjected to tension or bending. The crack width growth with loading depends on the rebar-concrete bond behavior. RC bridges are designed under strict requirements to ensure the... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
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
Revista: Buildings    Formato: Electrónico

 
en línea
Fan Yang, Gan Qin, Kang Liu, Feng Xiong and Wu Liu    
Pasting carbon fiber reinforced polymer (CFRP) has become an effective method to reinforce the circular tunnel. For this reinforcement method, the mechanical performance of the curved substrate is important to keep the coordinated deformation of CFRP and... ver más
Revista: Buildings    Formato: Electrónico

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