Research Review on Embedded Fittings in Reinforced Concrete Structures
DOI:
https://doi.org/10.54691/pe90gg44Keywords:
Reinforced Concrete; Embedded Fittings; Prefabricated Structures; Anchorage Behavior; Mechanical Behavior.Abstract
Driven by the rapid development of prefabricated construction and steel-concrete composite structures, reinforced concrete embedded fittings – serving as critical connection elements – have experienced significant expansion in their range of applications. These components play vital roles across diverse fields including building curtain walls and tunnel engineering. This paper systematically reviews and evaluates research achievements by domestic and international scholars concerning reinforced concrete embedded fittings. It outlines current research hotspots and technological advancements, elucidates the structural configurations of various types of embedded fittings, and provides an in-depth analysis of their mechanical performance characteristics under different loading conditions.
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[1] Yan Guiyun, Yu Yongsheng, Wu Yingxiong, etc Experimental study on seismic performance of recoverable prefabricated assembly type damage controlled steel nodes [J]. Journal of Civil Engineering, 2021, 54 (8): 87-100. (In Chinese)
[2] XU G, WANG Z, WU B, et al. Pseudodynamic tests with substructuring of a full-scale precast box-modularized structure made of reinforced concrete shear walls[J]. Structural Design of Tall and Special Buildings, 2017, 26(16): e1380.
[3] Klingner R E. Effect of Reinforcing Details on the Shear Resistance of Anchor Bolts Under Reversed Cyclic Loading[J]. Journal of Structural Engineering (ASCE), 1999, 125(10): 443–454.
[4] The Ministry of Construction of the People's Republic of China GB 50010-2010 Code for Design of Concrete Structures [S]. Beijing: China Architecture&Building Press, 2010.
[5] R.E Klingner. Effect of Reinforcing Details on the Shear Resistance of Anchor Bolts Under Reversed Cyclic Loading. Journal of Structural Engineering, ACI,1999,125(10):443-454.
[6] M Wang. The Behavior of Steel Structure to Shear Wal1 Connections under Tension. Master Thesis of University of Washington, 1979:128-145.
[7] Special Research Group on Embedded Parts The stress performance and design method of embedded parts [J]. Journal of Building Structures, 1987, (03): 36-50. (In Chinese)
[8] Makoto 0bata,Michi moue, Yoshiaki Goto. The Failure Mechanism and The Pull-out Strength of Aboud-type Anchor Near A Free Edge, Mechanics of Materials, 1998,28(7): 683-701.
[9] Bi Yonghuan, Xiang Yaoxian, Yang Guo. Construction Technology of Embedded Parts in Construction [J]. Building Technology Development, 2021, 48 (17): 57-58. (In Chinese)
[10] Zhang Zhuangnan, Wang Chungang, Li Shanshan, etc Study on the influence of joint form on the seismic performance of groove grout anchor connected prefabricated concrete shear walls [J]. Journal of Building Structures, 2020,41 (S1): 276-285. (In Chinese)
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