Warianty tytułu
Języki publikacji
Abstrakty
A prefabricated concrete column-to-column structure connected by high-strength bolts is proposed. To explore the seismic performance and failure form of the structure, the finite element analysis software is used to simulate the low-cycle repeated load test. The hysteretic curve and skeleton curve of the structure are obtained, and the stiffness degradation law, ductility and energy dissipation capacity of the structure are quantitatively analyzed to evaluate the seismic performance of the structure. The results show that the ductility coefficient of the structure is basically between 2.19 and 4.97, and the ductility coefficient of most specimens is greater than 3.0, indicating that the structure has good ductility and deformation capacity. The equivalent viscous damping coefficients of the specimens are in the range of 0.21-0.29, indicating that the structure has good energy dissipation capacity. In a certain range, increasing the thickness of the end plate has no significant impact on the energy consumption capacity of the structure. The compressive strength of the concrete in the core area is greatly improved under the constraint of the end plate bolts, and end plate bolt connection can well realize the transmission of force and give full play to the performance of materials.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
513--530
Opis fizyczny
Bibliogr. 23 poz., il., tab.
Twórcy
autor
- School of Civil Engineering, Xuchang University, Xuchang, China, 11010720@126.com
autor
- School of Civil Engineering, Xuchang University, Xuchang, China, 350203409@qq.com
autor
- School of Civil Engineering, Xuchang University, Xuchang, China, 781862626@qq.com
Bibliografia
- [1] R. Ketiyot and C. Hansapinyo, “Seismic performance of interior precast concrete beam-column connections with T-section steel inserts under cyclic loading”, Earthquake Engineering and Engineering Vibration, vol. 17, no. 2, pp. 355-369, 2018, doi: 10.1007/s11803-018-0446-9.
- [2] J.D. Nzabonimpa, W.K. Hong, and J. Kim, “Experimental and Nonlinear Numerical Investigation of the Novel Detachable Mechanical Joints with Laminated Plates for Composite Precast Beam-column Joint”, Composite Structures, vol. 185, pp. 286-303, 2018, doi: 10.1016/j.compstruct.2017.11.024.
- [3] S.C. Chen, F.Z. Zhu, W. Pang, and W.M. Yan, “Seismic behavior of post-tensioned precast RC beam-column joints with additional curved steel braces”, Journal of Building Structures, vol. 41, no. 9, pp. 98-104, 2020, doi: 10.14006/j.jzjgxb.2018.0398.
- [4] J.L. Zhang, J. Li, X.C. Zheng, H.J. Zhao, and Q.N. Li, “Analysis of collapse resistance of prefabricated RC frame structure with reinforcement connection”, Journal of Harbin Institute of Technology, vol. 53, no. 4, pp. 111-119, 2021, doi: 10.11918/202005078.
- [5] X.J. Wang and Q. An, “Research on flexural bearing capacity of fabricated beam-column outer ringplate high-strength bolted joints”, Industrial Construction, vol. 50, no. 11, pp. 125-132, 2020, doi: 10.13204/j.gyjzG20070605.
- [6] R. Yamashita and D.H. Sanders, “Seismic Performance of Precast Unbonded Prestressed Concrete Columns”, ACI Structural Journal, vol. 106, no. 6, pp. 821-830, 2009, doi: 10.14359/51663183.
- [7] S.Y. Seo, B.R. Nam, and S.K. Kim, “Tensile Strength of the Grout-filled Head-splice-sleeve”, Construction and Building Materials, vol. 124, pp. 155-166, 2016, doi: 10.1016/j.conbuildmat.2016.07.028.
- [8] Q. Rong and Q. Luo, “Experimental Study on Seismic Performance of an Improved Precast Reinforced Concrete Column-to-Column Joint”, Mechanics Based Design of Structures and Machines, vol. 50, no. 5, pp. 1760-1777, 2022, doi: 10.1080/15397734.2020.1763183.
- [9] J. Li, Z. Liu, Q.N. Li, and X.J. Li, “Test research on seismic performance of new-type assembled monolithic short columns”, World Earthquake Engineering, vol. 30, no. 1, pp. 29-33, 2014.
- [10] J. Li, P. Chen, W. Wei, and Q. N. Li, “Seismic behavior research of steel plate hoop-bolt prefabricated column confined by high-strength composite spiral stirrups”, Industrial Construction, vol. 44, no. 7, pp. 7-10, 2014, doi: 10.13204/j.gyjz201407002.
- [11] J.Y. Zhang, H. Wang, J.Z. Wang, and Y. Zhu, “Theoretical analysis and numerical simulation of a novel precast concrete column-column joint”, Industrial Construction, vol. 49, no. 1, pp. 85-90+114, 2019, doi: 10.13204/j.gyjz201901015.
- [12] Q. Wang, J. Lu, K.K. Hou, and Z.P. Yin, “Study of Material Constitutive Model for Shear Wall Hysteretic Behavior Analysis”, Journal of Shenyang Jianzhu University (Natural Science), vol. 34, no. 3, pp. 402-409, 2018.
- [13] W.Y. Zhang and Y.Y. Chen, “Effect of the Hardening Parameters in Steel Constitutive Models on the Hysteretic Behavior of Structural Members”, Progress in Steel Building Structures, vol. 19, no. 1, pp. 10-16, 2017, doi: 10.13969/j.cnki.cn31-1893.2017.01.002.
- [14] GB50010-2010 Code for Design of Concrete Structures. China Architecture and Building Press, Beijing, China, 2010.
- [15] Y. Qing, Y. Yuan, C.L. Wang, S.P. Meng, and B. Zeng, “Experimental study of precast columns with a hybrid joint incorporating bolted couplers and grouted sleeves”, Journal of Building Engineering, vol. 49, art. no. 106878, 2023, doi: 10.1016/j.jobe.2023.106878.
- [16] S. Kalmykova, “Simulation of t-joints between rhs steel members with offset in ABAQUS CAE”, Acta Polytechnica CTU Proceedings, vol. 30, pp. 36-40, 2021, doi: 10.14311/APP.2021.30.0036.
- [17] H.B. Chen, Y.J. Zhou, and N. Ge, “Seismic Performance Research for L-shaped Column Joint with Concrete Filled Steel Pipe Based on ABAQUS Software”, Earthquake Resistant Engineering and Retrofitting, vol. 39, no. 2, pp. 24-29, 2017, doi: 10.16226/j.issn.1002-8412.2017.02.004.
- [18] JGJ101-2015 Specification of Testing Methods for Earthquake Resistant Building. China Architecture and Building Press, Beijing, China, 2015.
- [19] D. Zenunović and R. Folić, “Models for behavior analysis of monolithic wall and precast or monolithic floor slab connections”, Engineering Structures, vol. 40, pp. 466-478, 2012, doi: 10.1016/j.engstruct.2012.03.007.
- [20] Y.H. Cao, H. Jin, and H. Jiang, “Research on new beam column joints of fully prefabricated concrete frame structure”, Construction Technology, vol. 49, no. 5, pp. 29-33+84, 2020.
- [21] L. Wang, S.J. Yan, Y. Zheng, and C.L. Zhang, “Tests on seismic behavior of joints in steel frame with steel-concrete composite beams”, Journal of Harbin Institute of Technology, vol. 46, no. 4, pp. 1-6, 2014.
- [22] N. El-Joukhadar, F. Dameh, and S. Pantazopoulou, “Seismic Modelling of Corroded Reinforced Concrete Columns”, Engineering Structures, vol. 275, art. no. 115251, 2023, doi: 10.1016/j.engstruct.2022.115251.
- [23] B. Langier, J. Katzer, M. Major, J. Halbiniak, and I. Major, “Strength and durability characteristics of concretes with crushed side window glass as partial aggregate substitution”, Archives of Civil Engineering, vol. 69, no. 2, pp. 5-21, 2023, doi: 10.24425/ace.2023.145249.
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.baztech-ffa327d6-88de-4bb2-a4f4-ac67fa40986f