30   Artículos

 
en línea
Wenbin Zhang, Yan Feng, Xiangqiang Zeng, Ming Xu, Liang Gong and Lijun Rui    
A new type of assembled integral multi-ribbed composite floor system with novel wet joint and steel sleeve connections, which exhibits satisfactory strength and stiffness, was proposed in the previous study. To further study the flexural performances of ... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Bin Ma, Yunfan Chu, Xiaolin Huang and Bai Yang    
The performance indicators of concrete are mainly determined by the interface characteristics between cement hydration slurry and aggregates. In this study, molecular dynamics technology was used to evaluate the effect of the interfacial water content on... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Bin Guan, Yunchun Dai, Tianyi Zhang, Peng Wu and Jiandong Zhang    
In this study, an analytical approach is introduced for predicting the bending behavior of a timber?concrete composite (TCC) beam subjected to a mechanical load and a non-uniform temperature field, in which the orthotropy of timber as well as interfacial... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Omnia R. AbouEl-Hamd, Amr M. I. Sweedan, Bilal El-Ariss and Khaled M. El-Sawy    
The strengthening of steel beams using hybrid fiber-reinforced polymers (HFRPs) has gained enormous attention over the last decades. Few researchers have investigated the effectiveness of the fastening techniques without a bonding agent to overcome the u... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Rasoul Najafi Koopas, Natalie Rauter and Rolf Lammering    
Methodologies are developed for analyzing failure initiation and crack propagation in highly heterogeneous concrete mesostructures. Efficient algorithms are proposed in Python to generate and pack geometric features into a continuous phase. The continuou... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Wutong Yan, Liangjiang Chen, Bing Han, Huibing Xie and Yue Sun    
Interfacial slip effects and the unbonded phenomenon of external tendons are the key mechanical features of the externally prestressed steel-concrete composite beams (EPCBs). In this paper, an 8-node fiber beam element is built for the nonlinear analysis... ver más
Revista: Applied Sciences    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
Xianqiang Zhao, Zhaoran Xiao and Qingshan Wang    
This study aims to clarify the relationship between surface hardness and the peak interfacial frictional coefficient under different particle sizes. The relationship between particle size and the peak interfacial frictional coefficient with different sur... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Jifeng Yuan, Jin Wu, Tian Su and Dadi Lin    
Airport runway pavements often undergo the direct impact of aircraft landings. For the purposes of designing the structure, it is of great importance to know about the dynamic response of the pavement and its behavior under impact loading. However, the d... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Peng Yu, Jie Dong, Haisong Liu, Rui Xu, Rujie Wang, Meijun Xu and Hongjun Liu    
Pile foundations of offshore structures are often subjected to cyclic loads under storm loads, thus reducing their vertical bearing capacity. Therefore, studying the cyclic shear behavior of the soil?structure interface is important for maintaining the s... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

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