Shear behavior of reinforced glazed hollow bead insulation concrete beams

被引:22
作者
Zhang, Yu [1 ]
Ma, Gang [2 ]
Wang, Zhanfeng [1 ]
Niu, Zheng [1 ]
Liu, Yuanzhen [1 ]
Li, Zhu [1 ]
机构
[1] Taiyuan Univ Technol, Coll Architecture & Civil Engn, Taiyuan, Shanxi, Peoples R China
[2] Taiyuan Univ Technol, Coll Mech, Taiyuan 030024, Shanxi, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Glazed hollow bead; Lightweight concrete; Shear strength; Truss-arch" model; DEEP BEAMS; RC BEAMS; STRENGTH; PERFORMANCE; AGGREGATE; CAPACITY; FRP;
D O I
10.1016/j.conbuildmat.2018.04.090
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The application of glazed hollow bead insulation concrete can improve the seismic performance of the structure, simultaneously ensuring characteristics such as structural durability, fire resistance, thermal insulation, antifreezing, and impermeability. However, with change in material's physical and mechanical properties, the shear resistance of vitrified microbead thermal insulation concrete members should be paid attention to. The literature search reveals only a few studies on the shear resistance of glazed hollow bead insulation concrete members. In this study, 14 glazed hollow bead insulation concrete beams and four ordinary concrete beams with C35 strength grade were tested. The mechanical failure process, failure form, failure mechanism, and the difference between vitrified microbead insulated concrete beam and ordinary concrete beam were compared. The effects of shear span ratio, hoop ratio and reinforcement ratio on the cracking load, ultimate load and failure mode were investigated. Combined with the "truss arch" model, the shear bearing capacity of steel bar and concrete is described, and after considering the softening coefficient of glass microbead insulation concrete, based on the "truss-arch" model, a formula for calculating the shear capacity of inclined section of vitrified microbead insulated concrete beam was obtained. The results show that the shear failure test results of glazed hollow bead insulation concrete beams are similar to those of ordinary concrete beams; the shear bearing capacity of vitrified microbeads thermal insulation concrete beams is 13% higher than that of ordinary concrete beams under the same conditions, and stiffness degradation is slow in the later stage. After the constitutive relation and softening coefficient are modified, the "truss-arch" calculation model can be used to calculate the shear capacity of vitrified microbead insulated concrete beams, and the results are in good agreement with the experimental results. The study of the shear behavior of glazed hollow bead insulation concrete beams can provide data and technical basis for engineering application and has important theoretical significance and practical value to further understand the characteristics of this type of concrete structure, guiding engineering design, and promoting engineering application. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:81 / 95
页数:15
相关论文
共 33 条
[1]  
AHMAD SH, 1994, MAG CONCRETE RES, V46, P57
[2]   Effect of fiber parameters and concrete strength on shear behavior of strengthened RC beams [J].
Al-Tersawy, Sherif H. .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 44 :15-24
[3]  
*AM CONCR I, 2002, ACI MAN CONCR PRAC 3
[4]  
[Anonymous], JGJ122006
[5]  
[Anonymous], 1997, 8110 BSI
[6]  
[Anonymous], 1961, ACI J P
[7]  
[Anonymous], JGJ522006
[8]   An experimental study on shear strength of reinforced concrete beams with 100% recycled concrete aggregate [J].
Arezoumandi, Mandi ;
Smith, Adam ;
Volz, Jeffery S. ;
Khayat, Kamal H. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 53 :612-620
[9]   Evolutionary multivariate adaptive regression splines for estimating shear strength in reinforced-concrete deep beams [J].
Cheng, Min-Yuan ;
Cao, Minh-Tu .
ENGINEERING APPLICATIONS OF ARTIFICIAL INTELLIGENCE, 2014, 28 :86-96
[10]   Flexural and shear behavior of geo-grid confined RC beams with steel fiber reinforced concrete [J].
Chidambaram, R. Siva ;
Agarwal, Pankaj .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 78 :271-280