A review on application of structural adhesives in concrete and steel-concrete composite and factors influencing the performance of composite connections

被引：65
作者：
Kumar, Pankaj [1 ]
Patnaik, Amar [2 ]
Chaudhary, Sandeep [1 ]
机构：
[1] MNIT Jaipur, Dept Civil Engn, Jaipur 302017, Rajasthan, India
[2] MNIT Jaipur, Dept Mech Engn, Jaipur 302017, Rajasthan, India
来源：
INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES | 2017年 / 77卷
关键词：
Structural adhesive; Steel; Concrete; Composite; Shear strength; STRENGTHENED RC BEAMS; PULL-OUT STRENGTH; BONDED STEEL; EPOXY ADHESIVE; EXPERIMENTAL BEHAVIOR; SURFACE PREPARATION; ANALYTICAL-MODELS; STATIC BEHAVIOR; SHEAR-STRENGTH; SINGLE ANCHORS;
D O I：
10.1016/j.ijadhadh.2017.03.009
中图分类号：
TQ [化学工业];
学科分类号：
0817 ;
摘要：
This paper chronicles the use of structural adhesives in civil engineering construction since its inception. The usage of structural adhesives as effective and popular strengthening agents has been discussed. The application of structural adhesives as connecting agents, especially in cases of steel concrete composites has also been discussed in detail. Various factors influence the bond strength of interfaces, such as the physical, mechanical and chemical properties of structural adhesives and adherends, the shape of adherends, water immersion, adhesive layer thickness, bonded area geometry, relative humidity and temperature of the environment during curing and service life, the amount and type of fillers and surface finishing of adherends.
引用
收藏
页码：1 / 14
页数：14
相关论文
共 150 条
[1]  
Aboobucker MAM, 2009, IES J A, V2, P107
[2]   THE EFFECT OF TEMPERATURE ON THE STRENGTH OF ADHESIVE JOINTS [J].
ADAMS, RD ;
COPPENDALE, J ;
MALLICK, V ;
ALHAMDAN, H .
INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 1992, 12 (03) :185-190
[3]   Shear strengthening of RC beams with web-bonded continuous steel plates [J].
Adhikary, BB ;
Mutsuyoshi, H .
CONSTRUCTION AND BUILDING MATERIALS, 2006, 20 (05) :296-307
[4]   Numerical simulation of steel-plate strengthened concrete beam by a nonlinear finite element method model [J].
Adhikary, BB ;
Mutsuyoshi, H .
CONSTRUCTION AND BUILDING MATERIALS, 2002, 16 (05) :291-301
[5]   Shear strengthening of reinforced concrete beams using steel plates bonded on beam web: experiments and analysis [J].
Adhikary, BB ;
Mutsuyoshi, H ;
Sano, M .
CONSTRUCTION AND BUILDING MATERIALS, 2000, 14 (05) :237-244
[6]   The experimental behavior of FRP-strengthened RC beams subjected to design fire exposure [J].
Ahmed, Aqeel ;
Kodur, Venkatesh .
ENGINEERING STRUCTURES, 2011, 33 (07) :2201-2211
[7]  
Ali MSM, 2000, P I CIVIL ENG-STR B, V140, P249
[8]   Debonding of steel plates adhesively bonded to the compression faces of RC beams [J].
Ali, MSM ;
Oehlers, DJ ;
Bradford, MA .
CONSTRUCTION AND BUILDING MATERIALS, 2005, 19 (06) :413-422
[9]   Prediction of shear capacity of single anchors located near a concrete edge using neural networks [J].
Alqedra, MA ;
Ashour, AF .
COMPUTERS & STRUCTURES, 2005, 83 (28-30) :2495-2502
[10]   Effect of post-cure temperature and different reinforcements in adhesive bonded repair for damaged glass/epoxy composites under multiple quasi-static indentation loading [J].
Andrew, J. Jefferson ;
Arumugam, V. ;
Santulli, C. .
COMPOSITE STRUCTURES, 2016, 143 :63-74
12345678910