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用纤维增强聚合物加固钢筋混凝土板以对抗冲切问题: 综述

拉尼 娅·, 马尼 什·, 奥萨 马·
阿布扎比土木工程学院

摘要


钢筋混凝土平板或平板仍然是最受欢迎的地板系统之一,因为它能够被快速地施工,并且在与隔板相关的
位置具有灵活性。然而,缺乏双向剪切强度的平板 /平板楼板系统容易在板柱连接处发生脆性破坏,这种破坏可能会
蔓延并导致结构系统的较大部分逐渐倒塌。双向剪切强度不足可能是由于设计 /施工错误、材料强度不足或过载造成
的。片材和 /或带材形式的纤维增强聚合物(FRP)复合层压板用于结构缺陷的平板系统,以提高双向剪切能力、抗
弯强度、刚度和延展性。玻璃 FRP(GFRP)已成功地被使用,但碳 FRP(CFRP)板 /条 /层压板更常用作其他昂贵
和 /或具有挑战性的方法(如柱扩大)的实用替代品。本文回顾了有关在柱 /板交叉处利用 FRP板 /带和层压板以提
高平板的冲切强度的方法和有效性的文献。

关键词


平板;双向剪切;碳纤维增强聚合物;玻璃纤维增强聚合物

全文:

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参考


[1]Silva, M.A.L.; Madushanka, W.I.; Ariyasena, P.S.I.;

Gamage, J.C.P.H. Punching Shear Capacity Enhancement

of Flat Slabs Using End Anchored Externally Bonded CFRP

Strips; Society of Structural Engineers: Colombo, Sri Lanka,

2018; Volume 28.

[2]Malalanayake, M.L.V.P.; Gamage, J.C.P.H.; Silva,

M.A.L. Experimental investigation on enhancing punching

shear capacity of flat slabs using CFRP. In Proceedings of the

8th International Conference on Structural Engineering and

Construction Management (ICSECM2017), Kandy, Sri Lanka,

7–9 December 2017.

[3]Rasha, T.S.M.; Amr, B.; Hany, A. Effect of flexural and

shear reinforcement on the punching behavior of reinforced

concrete flat slabs. Alex. Eng. J. 2017, 56, 591–599.

[4]Dilger, W.; Birkle, G.; Mitchell, D. Effect of flexural

reinforcement on punching shear resistance. Spec. Publ.2005,

232, 57–74.

[5]Caldentey, A.P.; Lavaselli, P.P.; Peiretti, H.C.;

Fernández, F.A. Influence of stirrup detailing on punching

shear strength of flat slabs. Eng. Struct. 2013, 49, 855–865.

[6]McHarg, P.J.; Cook, W.D.; Mitchell, D.; Yoon, Y.S.

Benefits of concentrated slab reinforcement and steel fibres on

performance of slab–column connections. ACI Struct. J. 2000,

97, 225–234.

[7]Elstner, R.C.; Hognestad, E. Shearing strength of

reinforced concrete slabs. Int. Assoc. Bridges Struct. Eng.1956,

53, 29–58.

[8]Inácio, M.; Ramos, A.; Lúcio, V.; Faria, D.

Punching of High-Strength Concrete Flat Slabs-Experimental

Investigation. In Proceedings of the Fib Symposium Tel Aviv

2013, Tel Aviv, Israel, 22–24 April 2013; Volume 293, p.

500.

[9]Alexander, S.D.; Simmonds, S.H. Tests of column-flat

plate connections. ACI Struct. J. 1992, 89, 495–502.

[10]Hawkins, N.M.; Fallsen, H.B.; Hinojosa, R.C.

Influence of Column Rectangularity on the Behavior of Flat

Plate Structures. Spec. Publ. 1971, 30, 127–146.

[11]ACI Committee 318. Building Code Requirements

for Structural Concrete and Commentary: ACI 318-

14;American Concrete Institute: Detroit, MI, USA, 2011.

[12]European Committee for Standardization. EN

1992-1-1Eurocode 2: Design of Concrete Structures— Part

1-1: General Rules and Rules for Buildings; The European

Union per Regulation 305/2011; European Committee for

Standardization: Brussels, Belgium, 2004.


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