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   long-term behavior of frp-bar reinforced seawater sea sand concrete beams under load sustaining and environment weathering  
   
نویسنده ren f. ,chen z. ,xiong m.-x.
منبع international journal of civil engineering - 2024 - دوره : 22 - شماره : 3 - صفحه:491 -504
چکیده    Concerns have been raised regarding the long-term durability of frp-bar reinforced seawater sea sand concrete (swssc) members in coastal engineering structures. in this context, an experimental study was conducted to investigate the long-term flexural behavior of gfrp-bar reinforced swssc beams, which were subjected to sustaining loads and exposed to both natural and chamber-accelerated coastal environments. following the exposure period, twelve beams were tested under four-point bending loads. the results indicate that both the natural outdoor and chamber accelerated environments exhibited higher load-carrying capacity and lower deflection than the natural indoor environment. the load-carrying capacity showed an improvement ranging from 10.3% to 34.8%, while deflection decreased by 6.5% to 19.9% when compared to the indoor environment. however, the presence of seawater and sea sands in swssc beams resulted in a reduced load-carrying capacity compared to normal concrete (nc) counterparts, with the reduction reaching up to 15.8%. furthermore, an increase in the sustaining load led to decreased load-carrying capacity but increased deflection, with values of 26.0% and 11.0%, respectively. to evaluate the appropriateness of current modern design codes, the load-carrying capacity and ultimate deflection of both nc and swssc beams were calculated and compared with the test results. the analysis revealed that the american code aci440.1r-15 and chinese code gb50608-2020 exhibited a conservative approach in predicting bending moment capacity. additionally, the american code aci440.1r-15 and canadian code csa s806-12 underestimated the ultimate deflection, whereas the chinese code gb50608-2020 overestimated it. these findings provide valuable insights for designing coastal structures using gfrp-bar reinforced swssc materials. © the author(s), under exclusive licence to the iran university of science and technology 2023.
کلیدواژه chamber accelerated environment ,flexural behavior ,frp bar ,long term ,natural environment ,seawater sea sand concrete
آدرس guangzhou university, school of civil engineering, china, guangzhou university, school of civil engineering, china, guangzhou university, school of civil engineering, china
پست الکترونیکی cvexmx@gzhu.edu.cn
 
     
   
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