Research on the Estimation Model of Energy Consumption Capacity for Reinforced Concrete Components with Axial Force
The research group utilized the estimation model of energy consumption capacity for reinforced concrete components without axial force to assess the energy consumption capacity of 92-reinforced concrete components from the PEER database, which were subjected to axial force and bending. The study als...
Saved in:
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2023-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2023/6610224 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832547923852787712 |
|---|---|
| author | Yukui Wang Shijun Yan Dan Zhang Zhangqi Hu |
| author_facet | Yukui Wang Shijun Yan Dan Zhang Zhangqi Hu |
| author_sort | Yukui Wang |
| collection | DOAJ |
| description | The research group utilized the estimation model of energy consumption capacity for reinforced concrete components without axial force to assess the energy consumption capacity of 92-reinforced concrete components from the PEER database, which were subjected to axial force and bending. The study also examined the impact of design parameters, including longitudinal reinforcement ratio, transverse reinforcement ratio, axial compression ratio, and shear-span ratio, on the estimation results. The research findings revealed that when applying the estimation model of energy consumption capacity for reinforced concrete components without axial force to calculate the energy consumption capacity of reinforced concrete components with axial force, there was a significant deviation rate in the estimation of cumulative energy consumption. The relationship between the deviation rate of cumulative energy consumption and longitudinal reinforcement ratio, axial compression ratio, and shear-span ratio remained unclear. However, a more apparent linear relationship was observed with the transverse reinforcement ratio. By conducting a quantitative analysis of the transverse reinforcement ratio, the researchers proposed an modified estimation model of energy consumption capacity for reinforced concrete components with axial force. Nonetheless, the accuracy of the modified estimation model was found to be high within the range of 0–250,000 kN mm of cumulative energy consumption. For cumulative energy consumption exceeding 250,000 kN mm, further experimental and theoretical research is still required to enhance the reliability of the modified estimation model. |
| format | Article |
| id | doaj-art-6ea39b8776544bc6aad5e0e4df7b4447 |
| institution | Kabale University |
| issn | 1687-8094 |
| language | English |
| publishDate | 2023-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-6ea39b8776544bc6aad5e0e4df7b44472025-02-03T06:42:55ZengWileyAdvances in Civil Engineering1687-80942023-01-01202310.1155/2023/6610224Research on the Estimation Model of Energy Consumption Capacity for Reinforced Concrete Components with Axial ForceYukui Wang0Shijun Yan1Dan Zhang2Zhangqi Hu3Hunan Engineering Research Center of Development and Application of Ceramsite Concrete TechnologyCollege of Mechanical and Electrical EngineeringHunan Engineering Research Center of Development and Application of Ceramsite Concrete TechnologyCollege of Civil EngineeringThe research group utilized the estimation model of energy consumption capacity for reinforced concrete components without axial force to assess the energy consumption capacity of 92-reinforced concrete components from the PEER database, which were subjected to axial force and bending. The study also examined the impact of design parameters, including longitudinal reinforcement ratio, transverse reinforcement ratio, axial compression ratio, and shear-span ratio, on the estimation results. The research findings revealed that when applying the estimation model of energy consumption capacity for reinforced concrete components without axial force to calculate the energy consumption capacity of reinforced concrete components with axial force, there was a significant deviation rate in the estimation of cumulative energy consumption. The relationship between the deviation rate of cumulative energy consumption and longitudinal reinforcement ratio, axial compression ratio, and shear-span ratio remained unclear. However, a more apparent linear relationship was observed with the transverse reinforcement ratio. By conducting a quantitative analysis of the transverse reinforcement ratio, the researchers proposed an modified estimation model of energy consumption capacity for reinforced concrete components with axial force. Nonetheless, the accuracy of the modified estimation model was found to be high within the range of 0–250,000 kN mm of cumulative energy consumption. For cumulative energy consumption exceeding 250,000 kN mm, further experimental and theoretical research is still required to enhance the reliability of the modified estimation model.http://dx.doi.org/10.1155/2023/6610224 |
| spellingShingle | Yukui Wang Shijun Yan Dan Zhang Zhangqi Hu Research on the Estimation Model of Energy Consumption Capacity for Reinforced Concrete Components with Axial Force Advances in Civil Engineering |
| title | Research on the Estimation Model of Energy Consumption Capacity for Reinforced Concrete Components with Axial Force |
| title_full | Research on the Estimation Model of Energy Consumption Capacity for Reinforced Concrete Components with Axial Force |
| title_fullStr | Research on the Estimation Model of Energy Consumption Capacity for Reinforced Concrete Components with Axial Force |
| title_full_unstemmed | Research on the Estimation Model of Energy Consumption Capacity for Reinforced Concrete Components with Axial Force |
| title_short | Research on the Estimation Model of Energy Consumption Capacity for Reinforced Concrete Components with Axial Force |
| title_sort | research on the estimation model of energy consumption capacity for reinforced concrete components with axial force |
| url | http://dx.doi.org/10.1155/2023/6610224 |
| work_keys_str_mv | AT yukuiwang researchontheestimationmodelofenergyconsumptioncapacityforreinforcedconcretecomponentswithaxialforce AT shijunyan researchontheestimationmodelofenergyconsumptioncapacityforreinforcedconcretecomponentswithaxialforce AT danzhang researchontheestimationmodelofenergyconsumptioncapacityforreinforcedconcretecomponentswithaxialforce AT zhangqihu researchontheestimationmodelofenergyconsumptioncapacityforreinforcedconcretecomponentswithaxialforce |