苏州混凝土水泥制品研究院有限公司

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超高性能混凝土U形包裹加固钢筋混凝土T梁研究
Research on ultra-high performance concrete U-shaped wrapped reinforced concrete T-beams
2023年第7期
T梁;桥梁加固;超高性能混凝土;承载力
T-beam; Bridge reinforcement; Ultra-high performance concrete(UHPC); Bearing capacity
2023年第7期
10.19761/j.1000-4637.2023.07.046.05
山东省交通运输厅科技计划项目(2022B06);山东省企业技术创新项目(202250101726、202160101415)。
吕长荣1,刘 鹤1,亓兴军1,*,米家禾1,郭冬梅1,张 朋2
1.山东建筑大学 交通工程学院,山东 济南 250101;2.山东省公路桥梁建设集团有限公司, 山东 济南 250101

吕长荣1,刘 鹤1,亓兴军1,*,米家禾1,郭冬梅1,张 朋2

吕长荣,刘鹤,亓兴军,等.超高性能混凝土U形包裹加固钢筋混凝土T梁研究[J].混凝土与水泥制品,2023(7):46-50.

LYU C R,LIU H,QI X J,et al.Research on ultra-high performance concrete U-shaped wrapped reinforced concrete T-beams[J].China Concrete and Cement Products,2023(7):46-50.

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摘   要:为改善简支T梁损伤累积导致的抗弯、抗剪承载能力不足等问题,提出了采用超高性能混凝土(UHPC)U形三面包裹T梁底板和腹板的加固方案,建立了T梁加固前和采用加固后的非线性有限元模型,进行了四点弯曲试验及抗剪试验数值模拟,通过对比加固前后荷载-位移曲线,分析了加固前后的抗弯、抗剪性能。结果表明:基于ABAQUS软件模拟T梁抗弯剪试验的准确性较高,可用于后续桥梁的加固分析;采用C120、C150强度等级UHPC加固后的T梁在极限抗弯承载能力上较加固前分别提升了69%、77%;在相同剪跨比下,加固后T梁的抗剪承载力和抗变形性能显著提升;加固后有效地抑制了损伤的发展,为T梁提供了较大安全储备。 Abstract: In order to improve the problems of insufficient flexural and shear bearing capacity caused by the accumulation of damage in a simply supported T-beam, a reinforcement scheme of reinforcing the bottom plate and web of reinforced concrete T-beam with U-shaped wrapped reinforcement was proposed. A nonlinear finite element model of the T-beam before strengthening and after strengthening with UHPC reinforcement was established, and numerical simulations of four-point bending test and shear test were carried out to compare the load-displacement curves before and after strengthening, and the differences in flexural and shear performance between the two were analyzed. The results indicate that the accuracy of simulating T-beam flexural and shear tests based on ABAQUS software is high and can be used for subsequent bridge reinforcement analysis. The ultimate flexural load capacity of the T-beam after strengthening with C120 and C150 UHPC is increased by 69% and 77% respectively compared with that before reinforcement. The shear load capacity and deformation resistance of the reinforced simply-supported T-beam can be significantly improved under the same shear-to-span ratio. The UHPC reinforcement effectively inhibits the development of damage, and provides a larger safety reserve for the reinforced concrete T-beam. 
英文名 : Research on ultra-high performance concrete U-shaped wrapped reinforced concrete T-beams
刊期 : 2023年第7期
关键词 : T梁;桥梁加固;超高性能混凝土;承载力
Key words : T-beam; Bridge reinforcement; Ultra-high performance concrete(UHPC); Bearing capacity
刊期 : 2023年第7期
DOI : 10.19761/j.1000-4637.2023.07.046.05
文章编号 :
基金项目 : 山东省交通运输厅科技计划项目(2022B06);山东省企业技术创新项目(202250101726、202160101415)。
作者 : 吕长荣1,刘 鹤1,亓兴军1,*,米家禾1,郭冬梅1,张 朋2
单位 : 1.山东建筑大学 交通工程学院,山东 济南 250101;2.山东省公路桥梁建设集团有限公司, 山东 济南 250101

吕长荣1,刘 鹤1,亓兴军1,*,米家禾1,郭冬梅1,张 朋2

吕长荣,刘鹤,亓兴军,等.超高性能混凝土U形包裹加固钢筋混凝土T梁研究[J].混凝土与水泥制品,2023(7):46-50.

LYU C R,LIU H,QI X J,et al.Research on ultra-high performance concrete U-shaped wrapped reinforced concrete T-beams[J].China Concrete and Cement Products,2023(7):46-50.

摘要
参数
结论
参考文献
引用本文

摘   要:为改善简支T梁损伤累积导致的抗弯、抗剪承载能力不足等问题,提出了采用超高性能混凝土(UHPC)U形三面包裹T梁底板和腹板的加固方案,建立了T梁加固前和采用加固后的非线性有限元模型,进行了四点弯曲试验及抗剪试验数值模拟,通过对比加固前后荷载-位移曲线,分析了加固前后的抗弯、抗剪性能。结果表明:基于ABAQUS软件模拟T梁抗弯剪试验的准确性较高,可用于后续桥梁的加固分析;采用C120、C150强度等级UHPC加固后的T梁在极限抗弯承载能力上较加固前分别提升了69%、77%;在相同剪跨比下,加固后T梁的抗剪承载力和抗变形性能显著提升;加固后有效地抑制了损伤的发展,为T梁提供了较大安全储备。

Abstract: In order to improve the problems of insufficient flexural and shear bearing capacity caused by the accumulation of damage in a simply supported T-beam, a reinforcement scheme of reinforcing the bottom plate and web of reinforced concrete T-beam with U-shaped wrapped reinforcement was proposed. A nonlinear finite element model of the T-beam before strengthening and after strengthening with UHPC reinforcement was established, and numerical simulations of four-point bending test and shear test were carried out to compare the load-displacement curves before and after strengthening, and the differences in flexural and shear performance between the two were analyzed. The results indicate that the accuracy of simulating T-beam flexural and shear tests based on ABAQUS software is high and can be used for subsequent bridge reinforcement analysis. The ultimate flexural load capacity of the T-beam after strengthening with C120 and C150 UHPC is increased by 69% and 77% respectively compared with that before reinforcement. The shear load capacity and deformation resistance of the reinforced simply-supported T-beam can be significantly improved under the same shear-to-span ratio. The UHPC reinforcement effectively inhibits the development of damage, and provides a larger safety reserve for the reinforced concrete T-beam. 

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(1)采用UHPC进行U形包裹有效地延缓了T梁裂缝的发展;增大U形包裹混凝土强度等级对T梁开裂荷载影响较小。
(2)采用C120与C150的UHPC进行U形包裹加固后,T梁的极限抗弯承载力分别提升了69%和77%;加固后,T梁的抗裂荷载与抗弯承载能力均提升明显。
(3)采用UHPC进行U形包裹加固后,T梁的跨中弯曲挠度得到了有效的控制,T梁的延性系数和塑性变形能力变化不大;在弯起钢筋与UHPC高抗压强度的共同作用下,T梁的抗剪承载力得到较大幅度提高。

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吕长荣,刘鹤,亓兴军,等.超高性能混凝土U形包裹加固钢筋混凝土T梁研究[J].混凝土与水泥制品,2023(7):46-50.

LYU C R,LIU H,QI X J,et al.Research on ultra-high performance concrete U-shaped wrapped  reinforced concrete T-beams[J].China Concrete and Cement Products,2023(7):46-50.

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