参考文献/References:
参考文献 References[1] Myers G J. Composite Structure Design[M]. John Wiley & Sons, Inc., 1978.4.[2] SOBRINO J A, PULIDO M. Towards advanced composite material footbridges[J]. Structural engineering international, 2002, 12(2): 84-86.[3] ŁUKASZ Pyrzowski, MISKIEWICZ M. Modern GFRP Composite Footbridges[C]// Environmental Engineering. 10th International Conference, Wilno: Vilnius Gediminas Technical University, 2017, s.1-8. [4] USHAKOV A, KLENIN Y, OZEROV S. Development of modular arched bridge design[C]// Proceedings of 5th Inter national Engineering and Construction Conference (IECC 5). USA, CA, Irvine, 2008; 95-101.[5] 叶列平, 冯鹏. FRP在工程结构中的应用与发展[J]. 土木工程学报, 2006, 39(3):24-36.YE L, FENG P. Applications and development of fiber-reinforced polymer in engineering structures[J]. China Civil Engineering Journal, 2006, 39(3):24-36.[6] 冯鹏. 复合材料在土木工程中的发展与应用[J]. 玻璃钢/复合材料, 2014(9):99-104.FENG P. Development and Application of Composite in Civil Engineering[J]. FRP / CM, 2014(9):99-104.[7] 冯鹏, 叶列平, 金飞飞等. FRP桥梁结构的受力性能与设计方法[J]. 玻璃钢/复合材料, 2011(5):12-19.FENG P, YE L, JIN F, et al. Mechanical Behaviors and Design Methods of FRP Bridge Structures[J]. FRP/CM, 2011(5):12-19.[8] LUU A T, KIM N I, LEE J. Bending and buckling of general laminated curved beams using NURBS-based isogeometric analysis[J]. European Journal of Mechanics-A/Solids, 2015, 54: 218-231.[9] FRATERNALI F, SPADEA S, ASCIONE L. Buckling behavior of curved composite beams with different elastic response in tension and compression[J]. Composite Structures, 2013, 100: 280-289.[10] SONAWANE M. Buckling analysis of singly curved shallow bi-layered arch under concentrated loading[D]. State of Texas: Texas A & M University, 2010.[11] KIM D, Chaudhuri R A. Postbuckling behavior of symmetrically laminated thin shallow circular arches[J]. Composite Structures, 2009, 87(1): 101-108[12] LIU A, BRADFORD M A, PI Y L. In-plane nonlinear multiple equilibria and switches of equilibria of pinned–fixed arches under an arbitrary radial concentrated load[J]. Archive of Applied Mechanics, 2017, 87(11): 1909-1928.[13] PI Y L, BRADFORD M A, LIU A. Nonlinear Equilibrium and Buckling of Fixed Shallow Arches Subjected to an Arbitrary Radial Concentrated Load[J]. International Journal of Structural Stability & Dynamics, 2017, 17(8):1750082.[14] LIU A, YANG Z, LU H, et al. Experimental and analytical investigation on the in-plane dynamic instability of arches owing to parametric resonance[J]. Journal of Vibration & Control, 2017(1):107754631772621.[15] Liu A, Lu H, Pi Y L, et al. Out-of-Plane Parametric Resonance of Arches Under an In-Plane Central Harmonic Load[C]//International Symposium on Environmental Vibration and Transportation Geodynamics. Springer, Singapore, 2016: 45-51.[16] LIU A, LU H, PI Y L, et al. Out-of-Plane Parametric Resonance of Arches Under an In-Plane Central Harmonic Load[M]// Environmental Vibrations and Transportation Geodynamics. Singapore:Springer 2018:45-51.[17] LIU A, LU H, FU J, et al. Lateral-torsional buckling of fixed circular arches having a thin-walled section under a central concentrated load[J]. Thin-Walled Structures, 2017, 118:46-55.[18] LIU A, LU H, FU J, et al. Lateral-Torsional Buckling of Circular Steel Arches under Arbitrary Radial Concentrated Load[J]. Journal of Structural Engineering, 2017, 143(9):04017129-1~04017129-13.[19] DENG J, LIU A, HUANG P, et al. Interfacial mechanical behaviors of RC beams strengthened with FRP[J]. Structural Engineering & Mechanics, 2016, 58(3):577-596.[20] 刘爱荣, 李晶, 黄永辉. 拱的静动力稳定性研究进展[J]. 广州大学学报(自然科学版), 2016, 15(5):1-12.LIU A, LI J, HUANG Y, et al. Research progress on static and dynamic stability of arches[J]. Journal of Guangzhou University (Natural Science Edition), 2016, 15(5):1-12.[21] HUANG Y, YANG Z, LIU A, et al. Nonlinear Buckling Analysis of Functionally Graded Graphene Reinforced Composite Shallow Arches with Elastic Rotational Constraints under Uniform Radial Load[J]. Materials, 2018, 11(6): 910.[22] Gibson R F. Principles of Composite Material Mechanics. Fourth ed. CRC Press: Taylor and Francis; 2011.