Abstract
Flexural and eigen-buckling analyses for rectangular steel-concrete partially composite plates (PCPs) with interlayer slip under simply supported and clamped boundary conditions are conducted using the weak form quadrature element method (QEM). Both of the derivatives and integrals in the variational description of a problem to be solved are directly evaluated by the aid of identical numerical interpolation points in the weak form QEM. The effectiveness of the presented numerical model is validated by comparing numerical results of the weak form QEM with those from FEM or analytic solution. It can be observed that only one quadrature element is fully competent for flexural and eigen-buckling analysis of a rectangular partially composite plate with shear connection stiffness commonly used. The numerical integration order of quadrature element can be adjusted neatly to meet the convergence requirement. The quadrature element model presented here is an effective and promising tool for further analysis of steel-concrete PCPs under more general circumstances. Parametric studies on the shear connection stiffness and length-width ratio of the plate are also presented. It is shown that the flexural deflections and the critical buckling loads of PCPs are significantly affected by the shear connection stiffness when its value is within a certain range.
摘要
利用抗剪连接件将钢板与钢筋混凝土板进行组合形成的钢-混凝土组合板, 能充分发挥混凝土 和钢材优越的材料性能, 在建筑、桥梁结构的新建和加固中得到了广泛应用. 由于抗剪连接件的非完全刚性, 在对钢-混凝土组合板进行力学分析时, 应对界面滑移效应进行充分考虑. 本文采用弱形式 求积元法对矩形钢-混凝土组合板在简支和固支边界条件下的弯曲和特征值屈曲问题进行了分析. 弱形式求积元法的显著特点是利用同一组插值点直接计算待求解问题弱形式描述中的积分和导数, 通过 调整单元的阶次来满足待求解问题的收敛要求. 通过与现有文献中有限元及解析解的数值结果进行比较, 验证了本文数值模型的高效性. 对于工程中常见抗剪连接刚度的矩形钢-混凝土组合板, 仅用一 个求积元单元就能得到满意的计算结果. 进一步的参数化研究表明, 当抗剪连接件的连接刚度在特定范围内变化时, 其对钢-混凝土组合板的弯曲变形和临界屈曲荷载有显著影响.
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References
NIE Jian-guo, LI Fa-xiong. Elastic bending and stability of steel-concrete composite plate [J]. Engineering Mechanics, 2009, 26(10): 59–66. http://engineeringmechanics.cn/CN/Y2009/V26/I10/59. (in Chinese)
WU Li-li, LI Jia-wei, XING Rui-jiao, AN Li-pei. Experimental study and numerical simulation of the shear capacity of steel plate-concrete composite slabs [J]. Engineering Mechanics, 2016, 33(10): 173–182. DOI: https://doi.org/10.6052/j.issn.1000-4750.2015.03.0179. (in Chinese)
RANZI G, LEONI G, ZANDONINI R. State of the art on the time-dependent behaviour of composite steel-concrete structures [J]. Journal of Constructional Steel Research, 2013, 80(1): 252–263. DOI: https://doi.org/10.1016/j.jcsr.2012.08.005.
QI Jing-jing, JIANG Li-zhong. Experimental study on seismic behaviors of steel-concrete composite frames [J]. Journal of Central South University, 2015, 22(11): 4396–4413. DOI: https://doi.org/10.1007/s11771-015-2988-6.
MONETTO I, CAMPI F. Numerical analysis of two-layer beams with interlayer slip and step-wise linear interface law [J]. Engineering Structures, 2017, 144: 201–209. DOI: https://doi.org/10.1016/j.engstruct.2017.04.010.
LIN J P, WANG G, BAO G, XU R. Stiffness matrix for the analysis and design of partial-interaction composite beams [J]. Construction and Building Materials, 2017, 156: 761–772. DOI: https://doi.org/10.1016/j.conbuildmat.2017.08.154.
FANG G, WANG J, LI S, ZHANG S. Dynamic characteristics analysis of partial-interaction composite continuous beams [J]. Steel and Composite Structures, 2016, 21(1): 195–216. DOI: https://doi.org/10.12989/scs.2016.21.1.195.
ECSEDI I, BAKSA A. Analytical solution for layered composite beams with partial shear interaction based on Timoshenko beam theory [J]. Engineering Structures, 2016, 115: 107–117. DOI: https://doi.org/10.1016/j.engstruct.2016.02.034.
CLARKE J L, MORLEY C T. Steel-concrete composite plates with flexible shear connectors [J]. Proceeding of the Institution of Civil Engineers, Part 2, 1972, 53(12): 557–568. DOI: https://doi.org/10.1680/iicep.1973.4901.
SATO K. Composite plates of concrete slabs and steel plates [J]. Journal of Engineering Mechanics, 1991, 117(12): 2788–2803. DOI: https://doi.org/10.1061/(ASCE)0733-9399(1991)117:12(2788).
SATO K. Elastic buckling of incomplete composite plates [J]. Journal of Engineering Mechanics, 1992, 118(1): 1–19. DOI: https://doi.org/10.1061/(ASCE)0733-9399(1992)118:1(1).
WU Li-li, NIE Jian-guo. Elastic buckling of steel-concrete composite slabs subjected to pure shear load [J]. Journal of Southeast University (Natural Science Edition), 2011, 41(3): 622–629. DOI: https://doi.org/10.3969/j.issn.1001-0505.2011.03.037. (in Chinese)
ERKMEN R E, BRADFORD M A, CREWS K. Treatment of locking behaviour for displacement-based finite element analysis of composite beams [J]. Structural Engineering and Mechanics, 2014, 51(1): 163–180. DOI: https://doi.org/10.12989/sem.2014.51.1.163.
ZHONG H, YU T. Flexural vibration analysis of an eccentric annular Mindlin plate [J]. Archive of Applied Mechanics, 2007, 77(4): 185–195. DOI: https://doi.org/10.1007/s00419-006-0083-z.
ZHANG R, ZHONG H. A weak form quadrature element formulation for geometrically exact thin shell analysis [J]. Computers & Structures, 2018, 202: 44–59. DOI: https://doi.org/10.1016/j.compstruc.2018.03.002.
YUAN S, DU J. Effective stress-based upper bound limit analysis of unsaturated soils using the weak form quadrature element method [J]. Computers and Geotechnics, 2018, 98: 172–180. DOI: https://doi.org/10.1016/j.compgeo.2018.02.008.
OU X, ZHANG X, ZHANG R, YAO X, HAN Q. Weak form quadrature element analysis on nonlinear bifurcation and post-buckling of cylindrical composite laminates [J]. Composite Structures, 2018, 188: 266–277. DOI: https://doi.org/10.1016/j.compstruct.2018.01.007.
SHEN Z, XIA J, CHENG P. Geometrically nonlinear dynamic analysis of FG-CNTRC plates subjected to blast loads using the weak form quadrature element method [J]. Composite Structures, 2019, 209: 775–788. DOI: https://doi.org/10.1016/j.compstruct.2018.11.009
SHEN Z, XIA J, SONG D, CHENG P. A quadrilateral quadrature plate element based on Reddy’s higher-order shear deformation theory and its application [J]. Chinese Journal of Theoretical and Applied Mechanics, 2018, 50(5): 1093–1103. DOI: https://doi.org/10.6052/0459-1879-18-225. (in Chinese)
SHEN Z Q, ZHONG H. Static and vibrational analysis of partially composite beams using the weak-form quadrature element method [J]. Mathematical Problems in Engineering, 2012: 974023. DOI: https://doi.org/10.1155/2012/974023.
SHEN Zhi-qiang, ZHONG Hong-zhi. Geometrically nonlinear quadrature element analysis of composite beams with partial interaction [J]. Engineering Mechanics, 2013, 30(3): 270–275. DOI: https://doi.org/10.7158/M12-056.2013.11.1. (in Chinese)
SHEN Zhi-qiang, ZHONG Hong-zhi. Long-term quadrature element analysis of steel-concrete composite beams with partial interactions and shear-lag effect [J]. J Tsinghua Univ. (Sci & Tech), 2013, 53(4): 493–498. DOI: https://doi.org/10.16511/j.cnki.qhdxxb.2013.04.022. (in Chinese)
SHEN Z, XIA J, WU K, HU Q, CHENG P. Flexural and free vibrational analysis of tapered partially steel-concrete composite beams using the weak form quadrature element method [J]. Journal of National University of Defense Technology, 2018, 40(1): 42–48. DOI: https://doi.org/10.11887/j.cn.201801007. (in Chinese)
DAVIS P I, RABINOWITZ P. Methods of numerical integration [M]. 2nd ed. Orlando: Academic Press, 1984.
CHANG S. Differential quadrature and its application in engineering [M]. London: Springer, 2000.
WANG X. Differential quadrature and differential quadrature based element methods [M]. Oxford: Elsevier, 2015.
ZIENKIEWICZ O C, TAYLOR R L. The finite element method for solid and structural mechanics [M]. 7th ed. Oxford: Elsevier, 2014.
TIMOSHENKO S P. Theory of elastic stability [M]. 2nd ed. Toronto: McGraw-Hill, 1961.
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Foundation item: Project(51508562) supported by the National Natural Science Foundation of China; Project(ZK18-03-49) supported by the Scientific Research Program of National University of Defense Technology, China
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Xia, J., Shen, Zq., Liu, K. et al. Flexural and eigen-buckling analysis of steel-concrete partially composite plates using weak form quadrature element method. J. Cent. South Univ. 26, 3087–3102 (2019). https://doi.org/10.1007/s11771-019-4238-9
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DOI: https://doi.org/10.1007/s11771-019-4238-9
Key words
- weak form quadrature element method
- partially composite plates
- interlayer slip
- flexural analysis
- eigen-buckling analysis