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Mechanical behavior improving study of concrete deck of main beam at pylon root of composite beam cable-stayed bridge

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Steel-concrete composite beam has been increasingly applied to large span cable-stayed bridges. It takes full advantage of the material properties of steel and concrete. However, the concrete deck bears tension in the negative moment zone, such as zero block, which is disadvantageous to structures. Aiming at this problem, a finite element model of the zero block in the negative moment zone of a semi-floating cable-stayed bridge is built, and the local mechanical performance of the bridge deck under completed status is studied. Based on the analysis results, three improvement measures have been proposed. The improvement effect of each method and composed of three methods has been studied. The numerical results show that the whole zero block zone is in the compressed state under the combined action of the bending moment and axial force of the stay cable. However, the local negative moment effect in the zero block zone is very prominent under the support of the diaphragm plate. Removing parts of the diaphragm plate at the bearing position can significantly improve local mechanical behavior in the concrete deck, which transfers the local support to the adjacent two diaphragm plates. The composed improvement effect is prominent when the three measures are adopted simultaneously.
Słowa kluczowe
Rocznik
Strony
271--289
Opis fizyczny
Bibliogr. 23 poz., il., tab.
Twórcy
autor
  • Hubei University of Technology, School of Civil Engineering, Architecture and Environment, Wuhan, China
autor
  • Hubei University of Technology, School of Civil Engineering, Architecture and Environment, Key Laboratory of Intelligent Health Perception and Ecological Restoration of Rivers and Lakes, Ministry of Education, Wuhan, China
autor
autor
  • Hubei University of Technology, School of Civil Engineering, Architecture and Environment, Wuhan, China
Bibliografia
  • [1] M. Cai, W. Li, Z. Wan, J. Sheng, J. Tan, and C. Ma, “Cracking control techique for continuous steel-concrete composite girders under negative bending moment”, Archives of Civil Engineering, vol. 69, no. 3, pp. 239-251, 2023, doi: 10.24425/ace.2023.146078.
  • [2] Y. Li, T.Guo, L. Bao, and F. Wang, “Determination of force in single cable plane prestressed concrete polygonal line tower cable-stayed bridge based on minimum bending energy”, Archives of Civil Engineering, vol. 67, no. 3, pp. 565-579, 2021, doi: 10.24425/ace.2021.138071.
  • [3] X. Liang, S. Duan, and L. Meng, “Analysis of cross section mechanical properties of steel-concrete composite beam under negative bending moment”, Journal of Shijiazhuang Tiedao University (Natural Science Edition), vol. 33, no. 2, pp. 124-129, 2020.
  • [4] V. Jayanthi and C. Umarani, “Performance evaluation of different types of shear connectors in steelconcrete composite construction”, Archives of Civil Engineering, vol. 64, no. 2, pp. 97-110, 2018, doi: 10.2478/ace-2018-0019.
  • [5] B. Grzeszykowski and E. Szmigiera, “Nonlinear longitudinal shear distribution in steel-concret composite beams”, Archives of Civil Engineering, vol. 65, no. 1, pp. 65-82, 2019, doi: 10.2478/ace-2019-0005.
  • [6] Y. Zhao, X. Zhou, Y. Yang, Y.F. Chen, and S. Gurupackiam, “Stiffness and cracking behavior of new U-shaped steel and concrete composite beam under negative bending”, Journal of Structural Engineering ASCE, vol. 146, no. 5, art. no. 04020046, 2020, doi: 10.1061/(ASCE)ST.1943-541X.0002594.
  • [7] B. Liu, Y. Liu, L. Jiang, and K. Wang, “Flexural behavior of concrete-filled rectangular steel tubular composite truss beams in the negative moment region”, Engineering Structures, vol. 216, art. no. 110738, 2020, doi: 10.1016/j.engstruct.2020.110738.
  • [8] A. Song, H. Xu, Q. Luo, and S. Wan, “Finite element analysis on inelastic mechanical behavior of composite beams strengthened with carbon-fiber-reinforced polymer laminates under negative moment”, Frontiers in Materials, vol. 9, no. 5, art. no. 859663, 2022, doi: 10.3389/fmats.2022.859663.
  • [9] Y. Sun, D. Xu, B. Chen, F. Xu, and H. Zhu, “Three-dimensional reinforcement design method and program realization for prestressed concrete box-girder bridges based on a specific spatial lattice grid model”, Engineering Structures, vol. 175, pp. 822-846, 2018, doi: 10.1016/j.engstruct.2018.08.058.
  • [10] Y. Sun, S. Dai, D. Xu, H. Zhu, and X. Wang, “New extended grillage methods for the practical and precise modeling of concrete box-girder bridges”, Advances in Structural Engineering, vol. 23, no. 6, pp. 1179-1194, 2020, doi: 10.1177/1369433219891559.
  • [11] J. Zhu, X. Wang, and J. Ding, “Experimental study on the flexural behavior of steel-UHPC composite beams with waffle slab in negative moment regions”, China Journal of Highway and Transport, vol. 34, no. 8, pp. 234-245, 2021.
  • [12] J. Liu, X. Ma, L. Yan, C. Shen, and X. Zhang, “Research on stress improving method of bridge deck in negative moment zone of steel-concrete composite beam bridge”, in CICTP 2021: Advanced Transportation, Enhanced Connection-Proceedings of the 21st COTA International Conference of Transportation Professionals. ASCE, 2021, pp. 1293-1301.
  • [13] H. Kim and C.S. Shim, “Experimental investigation of double composite twin-girder railway bridges”, Journal of Constructional Steel Research, vol. 65, no. 6, pp. 1355-1365, 2009, doi: 10.1016/j.jcsr.2009.02.004.
  • [14] C. Xu, Q. Su, C. Wu, and K. Sugiura, “Experimental study on double composite action in the negative flexural region of two-span continuous composite box girder”, Journal of Constructional Steel Research, vol. 67, no. 10, pp. 1636-1648, 2011, doi: 10.1016/j.jcsr.2011.04.007.
  • [15] Y. Zhao, X. Zhou, Y. Yang, and S. Gurupackiam, “Stiffness and cracking behavior of new u-shaped steel and concrete composite beam under negative bending”, Journal of Structural Engineering, vol. 146, no. 5, 2020, doi: 10.1061/(ASCE)ST.1943-541X.0002594.
  • [16] W. Xue, T. Yang, and L. Bai, “Mechanical behavior of prestressed steel-concrete composite beams under negative moment”, Journal of Wuhan University of Technology, vol. 34, no. 8, pp. 123-127, 2012, doi: 10.3963/j.issn.1671-4431.2012.08.024.
  • [17] R. Guo, Q. Su, C. Li, and Q. Deng, “Experimental studies on cracking behavior of post-combined prestressed concrete slab in hogging zone of coposite girder”, Journal of TongJi University (Natural Science), vol. 43, no. 3, pp. 352-356, 2015, doi: 10.11908/j.issn.0253-374x.2015.03.005.
  • [18] L. Wu and J. Nie, “Analysis of key parameters of non-tensioned prestressing technology for steel-concrete continuous composite beams”, Journal of South China University of Technology (Natural Science edition), vol. 39, no. 4, pp. 156-162, 2011, doi: 10.13206/j.gjgSE19112601.
  • [19] M. A. Bilal, G. Young, and S. Hamid, “Prestressed composite girders. I: experimental study for negative moment”, Journal of Structural Engineering, vol. 118, no. 10, pp. 2743-2762, 1992, doi: 10.1061/(ASCE)0733-9445(1992)118:10(2743).
  • [20] J. Fan, S. Gou, R. Ding, J. Zhang, and Z. Shi, “Experimental and analytical research on the flexural behaviour of steel-ECC composite beams under negative bending moments”, Engineering Structures, vol. 210, art. no. 110309, 2020, doi: 10.1016/j.engstruct.2020.110309.
  • [21] X. Shao, Y. Li., Z. Liao, and J. Cao, “Test and finite element analysis on bending performance of UHPC waffle panel”, Journal of China’an Universe: Natural Science Edition, vol. 38, no. 3, pp. 52-63, 2018.
  • [22] J. Qi, Y. Bao, J. Wang, L. Li, and W. Li, “Flexural behavior of an innovative dovetail UHPC joint in composite bridges under negative bending moment”, Engineering Structures, vol. 200, art. no. 109716, 2019, doi: 10.1016/j.engstruct.2019.109716.
  • [23] H. Qian, Q. Zhang, X. Zhang, E. Deng, and J. Gao, “Experimental investigation on bending behavior of existing RC beam retrofitted with SMA-ECC composites materials”, Materials, vol. 15, no. 12, pp. 1-19, 2022, doi: 10.3390/ma15010012.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-007f2e0c-b8d1-4656-a1e3-807f20a40a4a
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