Deflection Control of One-Way Reinforced Recycled Aggregate Concrete Members
Само за регистроване кориснике
2022
Чланак у часопису (Нерецензирана верзија)
,
The Indian Concrete Journal
Метаподаци
Приказ свих података о документуАпстракт
A parametric analysis of deflection control of reinforced recycled aggregate concrete (RAC) one-way members is presented in this study. Within the study, member boundary conditions, ambient conditions (relative humidity), reinforcement ratios, and quasi-permanent–to–design load ratios (as per the Eurocode framework) are varied. Through the analysis, the change in deflections is observed relative to the substitution ratio of RCA (from natural aggregate concrete, NAC, to RAC with 100% of coarse RCA) and span-to-effective depth ratio (L/d). The results of the analysis enable a clear overview of the variability of the deflections of RAC members relative to NAC.
Кључне речи:
Recycled aggregate concrete / shrinkage / creep / deflection / Model CodeИзвор:
The Indian Concrete Journal, 2022, 96, 1, 42-48Издавач:
- Associated Cement Companies Ltd.
Институција/група
GraFarTY - JOUR AU - Tošić, Nikola AU - De La Fuente, Albert AU - Marinković, Snežana PY - 2022 UR - https://grafar.grf.bg.ac.rs/handle/123456789/3375 AB - A parametric analysis of deflection control of reinforced recycled aggregate concrete (RAC) one-way members is presented in this study. Within the study, member boundary conditions, ambient conditions (relative humidity), reinforcement ratios, and quasi-permanent–to–design load ratios (as per the Eurocode framework) are varied. Through the analysis, the change in deflections is observed relative to the substitution ratio of RCA (from natural aggregate concrete, NAC, to RAC with 100% of coarse RCA) and span-to-effective depth ratio (L/d). The results of the analysis enable a clear overview of the variability of the deflections of RAC members relative to NAC. PB - Associated Cement Companies Ltd. T2 - The Indian Concrete Journal T1 - Deflection Control of One-Way Reinforced Recycled Aggregate Concrete Members EP - 48 IS - 1 SP - 42 VL - 96 UR - https://hdl.handle.net/21.15107/rcub_grafar_3375 ER -
@article{ author = "Tošić, Nikola and De La Fuente, Albert and Marinković, Snežana", year = "2022", abstract = "A parametric analysis of deflection control of reinforced recycled aggregate concrete (RAC) one-way members is presented in this study. Within the study, member boundary conditions, ambient conditions (relative humidity), reinforcement ratios, and quasi-permanent–to–design load ratios (as per the Eurocode framework) are varied. Through the analysis, the change in deflections is observed relative to the substitution ratio of RCA (from natural aggregate concrete, NAC, to RAC with 100% of coarse RCA) and span-to-effective depth ratio (L/d). The results of the analysis enable a clear overview of the variability of the deflections of RAC members relative to NAC.", publisher = "Associated Cement Companies Ltd.", journal = "The Indian Concrete Journal", title = "Deflection Control of One-Way Reinforced Recycled Aggregate Concrete Members", pages = "48-42", number = "1", volume = "96", url = "https://hdl.handle.net/21.15107/rcub_grafar_3375" }
Tošić, N., De La Fuente, A.,& Marinković, S.. (2022). Deflection Control of One-Way Reinforced Recycled Aggregate Concrete Members. in The Indian Concrete Journal Associated Cement Companies Ltd.., 96(1), 42-48. https://hdl.handle.net/21.15107/rcub_grafar_3375
Tošić N, De La Fuente A, Marinković S. Deflection Control of One-Way Reinforced Recycled Aggregate Concrete Members. in The Indian Concrete Journal. 2022;96(1):42-48. https://hdl.handle.net/21.15107/rcub_grafar_3375 .
Tošić, Nikola, De La Fuente, Albert, Marinković, Snežana, "Deflection Control of One-Way Reinforced Recycled Aggregate Concrete Members" in The Indian Concrete Journal, 96, no. 1 (2022):42-48, https://hdl.handle.net/21.15107/rcub_grafar_3375 .