Results 21 to 30 of about 391,041 (305)

Residual Shear Capacity of RC Beams without Stirrups after Fire Exposure

open access: yesBuildings, 2022
To investigate the shear capacity and failure mechanism of RC beams after fire exposure, fourteen full-scale beams without stirrups were tested at ambient temperature and after fire exposure.
Yamin Song, Chuanguo Fu, Shuting Liang
doaj   +1 more source

Seismic Response of a Platform-Frame System with Steel Columns [PDF]

open access: yes, 2017
Timber platform-frame shear walls are characterized by high ductility and diffuse energy dissipation but limited in-plane shear resistance. A novel lightweight constructive system composed of steel columns braced with oriented strand board (OSB) panels ...
De Stefani, Lorenzo   +4 more
core   +2 more sources

Shear Capacity of Demountable Shear Connectors

open access: yesProceedings of the 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures, 2012
No Much of the environmental impact of buildings is associated with consumption of resources and generation of waste. The construction industry in Europe consumes over 70,000 million tonnes of a wide range of materials each year, and generates over 250 million tonnes of waste. Reducing waste is a priority for all the European Governments.
Lam, Dennis, Saveri, E.
openaire   +2 more sources

Shear Capacity Stochasticity of Simply Supported and Symmetrically Loaded Reinforced Concrete Beams

open access: yesBuildings, 2022
For shear tests of reinforced concrete (RC) beams, a simply supported and symmetrical loading system is usually applied. In deterministic analysis, shear capacities of the paired shear spans of such beams are the same. However, considering the randomness
Hui Chen, Wei-Jian Yi, Ke-Jing Zhou
doaj   +1 more source

Study on the Shear Capacity of the Wet Joint of the Prefabricated Bridge Panel with a Special-Shaped Shear Key

open access: yesAdvances in Civil Engineering, 2021
Steel-concrete composite beam has been widely applied in civil engineering, and the concrete during operation may crack due to the large shear force at the wet joint.
Fan Feng   +4 more
doaj   +1 more source

Analysis of Shear Capacity of GFRP Reinforced Beams without Stirrups According to Selected Design Standards [PDF]

open access: yesArchives of Civil Engineering, 2020
The aim of this paper is a comparative analysis of the experimental test results of twenty T-section beams reinforced with glass fiber reinforced polymer (GFRP) bars without stirrups with predicted values of the shear capacity according to the following ...
Monika Kaszubska, Renata Kotynia
doaj   +1 more source

Analytical modeling of reinforced concrete columns subjected to bidirectional shear [PDF]

open access: yes, 2017
Under general seismic loading, reinforced concrete columns may be subjected to lateral loads in more than one direction. Available experimental data on columns subjected to bidirectional forces indicate that higher levels of damage and a higher loss of ...
Bairán García, Jesús Miguel   +2 more
core   +2 more sources

Engineering model for SFRC shear strength based on the MC2010 MCFT approach [PDF]

open access: yes, 2017
Recent developments and ongoing research in the field of steel fibre reinforced concrete (SFRC) have led to its implementation into national and international design codes and guidelines.
Matthys, Stijn, Soetens, Tim
core   +2 more sources

Enhancing shear capacity of thin slabs with CFRP shear reinforcement: Experimental study [PDF]

open access: yesStructural Concrete, 2021
AbstractEmploying non‐metallic reinforcement made of fiber‐reinforced polymers (FRPs) as textile grids is one promising extension of the utilization range of FRP in concrete construction, and thin planar elements reinforced in this manner have high application potential in bridge or parking garage decks, in façades, or in webs and flanges of hollow ...
Jan Bielak, Josef Hegger
openaire   +2 more sources

Shear Behavior of Reinforced Post-Filling Coarse Aggregate Concrete Beams Produced by Creative Construction Process

open access: yesBuildings, 2021
Different from the traditional concrete mixing procedure, the innovative post-filling coarse aggregate concrete (PFCC) reduces the cost of pumping concrete by increasing the coarse aggregate content and reducing the usage of cement. Previous studies have
Jinqing Jia   +4 more
doaj   +1 more source

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