Shear behavior of horizontal joints between precast panels

被引：0

作者：

Pramodh R. ^{[1
]}

Shripriyadharshini V. ^{[1
]}

Vidjeapriya R. ^{[1
]}

机构：

[1] Structural Engineering Division, Anna University, Chennai

来源：

Asian Journal of Civil Engineering | 2018年 / 19卷 / 6期

关键词：

Horizontal connection; Precast; Shear behavior; Wall-to-wall connection;

D O I：

10.1007/s42107-018-0053-0

中图分类号：

学科分类号：

摘要：

The objective of this study is to investigate the shear resisting capacity of precast wall-to-wall horizontal connection system by dowel action and shear friction. Three types of connection systems, which have varying embedment length in the upper wall panels, were investigated. The specimens were subjected to displacement-controlled lateral loading. The parameters investigated were the load–deformation relationship, ultimate load carrying capacity, ductility and energy dissipation. The experimental values were compared with the theoretical values of ultimate shear resisting capacity calculated from the Von Mises yield criteria, ductile bending failure due to the formation of plastic hinges and the shear friction hypothesis. © 2018, Springer International Publishing AG, part of Springer Nature.

引用

页码：651 / 662

页数：11

共 16 条

[1]

El-Ariss B., Behavior of beams with dowel action, Engineering Structures, 29, pp. 899-903, (2007)

[2]

Indian Standard Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces, (1993)

[3]

Indian Standard Methods of Tests for Strength of Concrete, (1959)

[4]

Code of Practice for Plain and Reinforced Concrete (Fourth Revision), (2000)

[5]

Indian Standard Methods of Physical Tests for Hydraulic Cement, (1988)

[6]

Jelic I., Pavlovic M.N., Kotsovos M.D., A study of dowel action in reinforced concrete beams, Magazine of Concrete Research, 51, 1, pp. 131-140, (1999)

[7]

Jin Q., Dui X., Zhao W., Wu T., Guo W., Numerical analysis of seismic behavior of a new-type horizontal wall-to-wall connection for precast concrete shear walls, Applied Mechanics and Materials, 353-356, pp. 3589-3592, (2013)

[8]

Li J., Wang Y., Lu Z., Li J., Experimental study and numerical simulation of a laminated reinforced concrete shear wall with a vertical seam, Applied Sciences, 7, (2017)

[9]

Martin-Perez B., Pantazopoulou S., Effect of bond, aggregate interlock and dowel action on the shear strength degradation of reinforced concrete, Engineering Structures, 23, 2, pp. 214-227, (2001)

[10]

Paulay T., Park R., Phillips M.H., Horizontal construction joints in cast in place reinforced concrete, Aci-Special Publication SP-42 Shear in Reinforced Concrete, 2, pp. 599-616, (1974)

← 1 2 →