The Prediction of Cracking Load and Peak Load of UHPC-NC Composite Structure
In this study, models for calculating the cracking load and a peak load of the UHPC-NC structures are established. The effects of UHPC's high tensile strength, reinforced steel bars in NC, reinforce steel bars in UHPC, and prestress tendons in UHPC on cracking load and peak load are considered....
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Format: | Article |
Language: | English |
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Wiley
2022-01-01
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Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/1797811 |
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author | Yanru Chen Wei Mao |
author_facet | Yanru Chen Wei Mao |
author_sort | Yanru Chen |
collection | DOAJ |
description | In this study, models for calculating the cracking load and a peak load of the UHPC-NC structures are established. The effects of UHPC's high tensile strength, reinforced steel bars in NC, reinforce steel bars in UHPC, and prestress tendons in UHPC on cracking load and peak load are considered. In the cracking load model, UHPC is considered to be elastic and the stress distribution is triangular, the stress of steel bars and prestressing tendons is also calculated according to the plane section assumption and elastic theory. In the peak load module, UHPC is assumed to be partially elastic and partially plastic. The plastic part is represented by a rectangular stress block diagram, and the stress value reduction factor and rectangular stress frame height reduction factor are obtained by trial calculation. Compared with the experimental data of UHPC-NC beams with different types of combinations collected from references, the calculated results have a high matching degree, which is suitable for various types of UHPC-NC, both cracking loads and peak loads. |
format | Article |
id | doaj-art-64fce213d66344d49835b8949f1f291a |
institution | Kabale University |
issn | 1687-8094 |
language | English |
publishDate | 2022-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Civil Engineering |
spelling | doaj-art-64fce213d66344d49835b8949f1f291a2025-02-03T06:08:44ZengWileyAdvances in Civil Engineering1687-80942022-01-01202210.1155/2022/1797811The Prediction of Cracking Load and Peak Load of UHPC-NC Composite StructureYanru Chen0Wei Mao1School of Civil and Environmental EngineeringSouthwest Municipal Engineering Design & Research Institute of ChinaIn this study, models for calculating the cracking load and a peak load of the UHPC-NC structures are established. The effects of UHPC's high tensile strength, reinforced steel bars in NC, reinforce steel bars in UHPC, and prestress tendons in UHPC on cracking load and peak load are considered. In the cracking load model, UHPC is considered to be elastic and the stress distribution is triangular, the stress of steel bars and prestressing tendons is also calculated according to the plane section assumption and elastic theory. In the peak load module, UHPC is assumed to be partially elastic and partially plastic. The plastic part is represented by a rectangular stress block diagram, and the stress value reduction factor and rectangular stress frame height reduction factor are obtained by trial calculation. Compared with the experimental data of UHPC-NC beams with different types of combinations collected from references, the calculated results have a high matching degree, which is suitable for various types of UHPC-NC, both cracking loads and peak loads.http://dx.doi.org/10.1155/2022/1797811 |
spellingShingle | Yanru Chen Wei Mao The Prediction of Cracking Load and Peak Load of UHPC-NC Composite Structure Advances in Civil Engineering |
title | The Prediction of Cracking Load and Peak Load of UHPC-NC Composite Structure |
title_full | The Prediction of Cracking Load and Peak Load of UHPC-NC Composite Structure |
title_fullStr | The Prediction of Cracking Load and Peak Load of UHPC-NC Composite Structure |
title_full_unstemmed | The Prediction of Cracking Load and Peak Load of UHPC-NC Composite Structure |
title_short | The Prediction of Cracking Load and Peak Load of UHPC-NC Composite Structure |
title_sort | prediction of cracking load and peak load of uhpc nc composite structure |
url | http://dx.doi.org/10.1155/2022/1797811 |
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