Flexural Capacity and Behavior of RC Hollow Bridge Beams after a Time Service of 24 Years
The residual bearing capacity of existing bridges has been a controversial topic for engineers and technicians. In order to accurately evaluate the actual bearing capacity of a 24-year-old RC hollow beam bridge, its components with different thickness concrete leveling layer were removed and transpo...
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| Format: | Article |
| Language: | English |
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Wiley
2020-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/8814728 |
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| author | Guangzhen Qu Guangli Zhou Sizhong Lv Pingming Huang |
| author_facet | Guangzhen Qu Guangli Zhou Sizhong Lv Pingming Huang |
| author_sort | Guangzhen Qu |
| collection | DOAJ |
| description | The residual bearing capacity of existing bridges has been a controversial topic for engineers and technicians. In order to accurately evaluate the actual bearing capacity of a 24-year-old RC hollow beam bridge, its components with different thickness concrete leveling layer were removed and transported back to the laboratory. The representative static and dynamic responses of the two beams were monitored during the whole procedure. A quick assessment of loading capacity of bridge using crack height and a parameter correction method for the crack width prediction formula in the code were proposed. In addition, comparison of measured and current design codes GB 50010 and ACI 318 predicted behaviour of existing beams was also presented. The results showed that the bending process of the RC hollow beam went through the elastic phase to the elastic-plastic phase and to the final failure. The actual flexural capacity of two beams was 10% larger than the calculated values. The natural vibration frequencies of the beam changed slightly before plastic stage, but the modal amplitude increased with the increase of degree of damage, once the beam entered plastic stage. The predicted deflections according to GB50010 were consistent with the experimental values at about 200 kN; for the code ACI, as the loading force increased, the difference between the two gradually decreased. |
| format | Article |
| id | doaj-art-7dad51bcc4434b4eab10bb39dbd7e5ea |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2020-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-7dad51bcc4434b4eab10bb39dbd7e5ea2025-08-20T03:35:24ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88147288814728Flexural Capacity and Behavior of RC Hollow Bridge Beams after a Time Service of 24 YearsGuangzhen Qu0Guangli Zhou1Sizhong Lv2Pingming Huang3School of Highway, Chang’an University, Xi’an 710064, ChinaShandong Transportation Institute, Jinan 250012, ChinaShandong Hi-Speed Co., Ltd., Jinan 250014, ChinaSchool of Highway, Chang’an University, Xi’an 710064, ChinaThe residual bearing capacity of existing bridges has been a controversial topic for engineers and technicians. In order to accurately evaluate the actual bearing capacity of a 24-year-old RC hollow beam bridge, its components with different thickness concrete leveling layer were removed and transported back to the laboratory. The representative static and dynamic responses of the two beams were monitored during the whole procedure. A quick assessment of loading capacity of bridge using crack height and a parameter correction method for the crack width prediction formula in the code were proposed. In addition, comparison of measured and current design codes GB 50010 and ACI 318 predicted behaviour of existing beams was also presented. The results showed that the bending process of the RC hollow beam went through the elastic phase to the elastic-plastic phase and to the final failure. The actual flexural capacity of two beams was 10% larger than the calculated values. The natural vibration frequencies of the beam changed slightly before plastic stage, but the modal amplitude increased with the increase of degree of damage, once the beam entered plastic stage. The predicted deflections according to GB50010 were consistent with the experimental values at about 200 kN; for the code ACI, as the loading force increased, the difference between the two gradually decreased.http://dx.doi.org/10.1155/2020/8814728 |
| spellingShingle | Guangzhen Qu Guangli Zhou Sizhong Lv Pingming Huang Flexural Capacity and Behavior of RC Hollow Bridge Beams after a Time Service of 24 Years Advances in Civil Engineering |
| title | Flexural Capacity and Behavior of RC Hollow Bridge Beams after a Time Service of 24 Years |
| title_full | Flexural Capacity and Behavior of RC Hollow Bridge Beams after a Time Service of 24 Years |
| title_fullStr | Flexural Capacity and Behavior of RC Hollow Bridge Beams after a Time Service of 24 Years |
| title_full_unstemmed | Flexural Capacity and Behavior of RC Hollow Bridge Beams after a Time Service of 24 Years |
| title_short | Flexural Capacity and Behavior of RC Hollow Bridge Beams after a Time Service of 24 Years |
| title_sort | flexural capacity and behavior of rc hollow bridge beams after a time service of 24 years |
| url | http://dx.doi.org/10.1155/2020/8814728 |
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