轴向中空壁管抗冲击性能试验研究与数值分析∗
Experimental Study and Numerical Analysis of Anti-impact Performence of Axial-hollow-wall Pipe
- 防灾减灾工程学报 2023年43卷第2期 页码：240-249
- 作者机构：
重庆大学土木工程学院,重庆,400045
- 作者简介：
- 基金信息：重庆市自然科学基金创新群体科学基金项目(cstc2020jcyj-cxttX0003)、国家自然科学基金重点项目(52130901)、国家自然科学基金重点项目(51739008)、重庆市技术创新与应用发展专项重点项目(cstc2019jscx-gksbX0013)资助
DOI：
中图分类号： TU992-
纸质出版：2023
- 稿件说明：
移动端阅览
牟钊. 轴向中空壁管抗冲击性能试验研究与数值分析∗[J]. 防灾减灾工程学报, 2023,43(2):240-249.
牟钊,胡少伟,单常喜,李原昊,潘福渠,孙海勇.轴向中空壁管抗冲击性能试验研究与数值分析∗[J].防灾减灾工程学报,2023,43(2):240-249
摘要
轴向中空壁管作为一种新型结构壁管，几何构型简单、空间利用率高、且能量耗散性好，近年来在市政工程中得到广泛应用。为研究轴向中空壁管在低速冲击作用下的力学响应和耗能特性，设计了 20 个试验工况，以落锤冲击试验模拟施工过程中受到的落石冲击和机械撞击作用，基于量纲分析法提出冲击力峰值的计算方法，通过有限元软件 ABAQUS 对试验结果进行验证，并根据有限元计算结果分析管道在低速冲击作用下的变形特性和损伤机理。研究表明：数值分析结果与试验结果吻合较好，冲击力时程曲线趋势基本一致，冲击力峰值误差在 5% 以内。 轴向中空壁管具有良好的抗冲击性能，其双壁中空结构具有较好的能量耗散性，落锤与管道接触瞬间会产生较大的冲击力，12.9 kg 的落锤从 2 m 处自由下落冲击管道可产生 15.28 kN 的冲击力。对比 20 个试验工况的冲击力峰值试验值与计算值，误差均较小，最大误差为 5.8%，即冲击力峰值计算方法准确性较高。随着落锤高度和质量的增加，冲击力峰值增大，损伤区域和凹痕深度也随之增大，最大塑性应变由外壁内侧转移到外壁与加劲肋的连接处， 呈现出外壁损伤和加劲肋损伤两种损伤模式。提出的冲击力峰值计算方法和管道塑性损伤规律可以为施工过程中轴向中空壁管在落石冲击和机械撞击作用下的安全评价提供理论依据。
Abstract
As a new type of structural wall pipe， the axial-hollow-wall pipe is widely used in municipal engineering in recent years because of its simple geometry， high space utilization， and good energy dis-sipation. To study the mechanical response and energy dissipation characteristics of the axial hollow-wall pipe under the action of low-velocity impact， twenty experimental conditions were designed， and the drop weight impact experiment was used to simulate the rockfall impact and mechanical impact in the construction process. A calculation method for peak impact force based on dimensional analysis was proposed， and the finite element software ABAQUS was used to verify the experimental results and analyze the pipeline deformation properties and damage mechanism. The research shows that the numerical analysis results are in good agreement with the experimental results， the trend of the impact force curve is basically the same， and the error of the peak impact force is within 5%. The pipeline has good shock resistance， and its double-wall hollow structure has good energy dissipation. A large im-pact force can occur at the moment when the drop hammer hits the pipe. An impact force of 15.28kN can be produced by a 12.9kg hammer falling freely from a height of 2m. The calculated impact force is compared with the tested one for the 20 test conditions， indicating that the error is small， with a maxi-mum error of 5.8%， which proves the calculation method of the impact force has high accuracy. As the height and weight of the falling hammer increase， the impact force， damage area and dent depth al-so increase. The maximum plastic strain is transferred from the inner side of the outer wall to the con-nection between the outer wall and the stiffener， showing two damage modes of the outer wall damage and the stiffener damage. The calculation method for the impact force and the plastic damage laws of pipes provide a theoretical basis for the safety evaluation of axial hollow-wall pipelines under the action of rockfall impact and mechanical impact during the construction process.
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references
刘兴坡,张倩,王天宇,等.我国大口径埋地塑料排水管道发展现状及国外经验借鉴[J].中国给水排水,2018,34(10):17?21.Liu X P,Zhang Q,Wang T Y,et al.Development sta?tus of large diameter buried plastic drainage pipe in chi?na and foreign experiences[J].China Water & Waste?water,2018,34(10):17?21(.in Chinese)
杨其新,关宝树.落石冲击力计算方法的试验研究[J].铁道学报,1996,18(1):101?106.Yang Q X,Guan B S.Test and research on calculatingmethod of falling stone impulsive force[J].Journal ofthe China Railway Society,1996,18(1):101?106.(inChinese)
Adeeb S M,Horsley D J.A numerical procedure to es?tablish a safe working pressure during excavation of apipeline in a rock ditch[J].International Journal of Pres?sure Vessels and Piping,2006,83(7):488?497.
姚安林,徐涛龙,李星,等.基于试验和数值模拟确定挖掘机具作用下埋地输气管道的动载荷[J].振动与冲击,2014,33(17):39?46.Yao A L,Xu T L,Li X,et al.Determine the dynamicload on buried gas pipeline under mining machinery ac?tion based on test and numerical simulation[J].Journal ofVibration and Shock,2014,33(17):39?46(.in Chinese)
Arabzadeh H,Zeinoddini M.Dynamic response of pres?surized submarine pipelines subjected to transverse im?pact loads[J].Procedia Engineering,2011,14:648?655.
杨秀娟,闫涛,修宗祥,等.海底管道受坠物撞击时的弹塑性有限元分析[J].工程力学,2011,28(6):189?194.Yang X J,Yan T,Xiu Z X,et al.Elastic?plastic finiteelement analysis of submarine pipeline impacted bydropped objects[J].Engineering Mechanics,2011,28(6):189?194(.in Chinese)
杨秀娟,修宗祥,闫相祯,等.海底管道受坠物撞击的三维仿真研究[J].振动与冲击,2009,28(11):47?50.Yang X J,Xiu Z X,Yan X Z,et al.3D simulation of submarine pipeline impacted by dropped objected[J].Journal of Vibration and Shock,2009,28(11):47?50.(in Chinese)
熊健,邓清禄,张宏亮,等.崩塌落石冲击荷载作用下埋地管道的安全评价[J].安全与环境工程,2013,20(1):108?114.Xiong J,Deng Q L,Zhang H L,et al.Safety assess?ment on the response of buried pipeline caused by rock?fall impact load[J].Safety and Environmental Engineer?ing,2013,20(1):108?114(.in Chinese)
袁进科,黄润秋,裴向军.滚石冲击力测试研究[J].岩土力学,2014,35(1):48?54.Yuan J K,Huang R Q,Pei X J.Test research on rock?fall impact force[J].Rock and Soil Mechanics,2014,35(1):48?54(.in Chinese)
张杰,梁政,韩传军,等.落石冲击作用下架设油气管道响应分析[J].中国安全生产科学技术,2015,11(7):11?17.Zhang J,Liang Z,Han C J,et al.Analysis on responseof overhead oil and gas pipeline impacted by rock?fall[J].Journal of Safety Science and Technology,2015,11(7):11?17(.in Chinese)
Zhang J,Liang Z,Han C,et al.Buckling behaviouranalysis of a buried steel pipeline in rock stratum impact?ed by a rockfall[J].Engineering Failure Analysis,2015,58:281?294.
Zhang J,Liang Z,Han C J.Finite element analysis ofwrinkling of buried pressure pipeline under strike?slipfault[J].Mechanika,2015,21(3):180?186.
Wang Z,Zhao Y,Ma G,et al.A numerical study onthe high?velocity impact behavior of pressure pipes[J].Journal of Zhejiang University Science,2016,17(6):443?453.
Zhu L,Liu Q,Jones N,et al.Experimental study onthe deformation of fully clamped pipes under lateral im?pact[J].International Journal of Impact Engineering,2018,111:94?105.
董飞飞,张东山,田江平,等.冲击载荷作用下埋地长输管道动力响应研究[J].石油机械,2020,48(1):132?141.Dong F F,Zhang D S,Tian J P,et al.Study on dy?namic response of buried long distance pipeline underimpact load[J].China Petroleum Mechinery,2020,48(1):132?141(.in Chinese)
白冰洁,黄子川,杜国峰.冲击载荷作用下埋地管道的破坏形态研究[J].石油机械,2020,48(12):146?152.Bai B J,Huang Z C,Du G F.Research on the failuremode of buried pipeline under impact load[J].China Pe?troleum Mechinery,2020,48(12):146?152.(in Chi?nese)
谢丽媛,邵永波,高旭东.单层和双层足尺度海底管道抗冲击性能分析[J].振动与冲击,2021,40(1):286?296.Xie L Y,Shao Y B,Gao X D,Anti?impact performanceanalysis of single?layer and double?layer full scale sub?marine pipelines[J].Journal of Vibration and Shock,2021,40(1):286?296(.in Chinese)
Maziz A,Tarfaoui M,Gemi L,et al.A progressivedamage model for pressurized filament?wound hybridcomposite pipe under low?velocity impact[J].Compos?ite Structures,2021,276:114520.
埋地排水用硬聚氯乙烯(PVC?U)结构壁管道系统第3部分:轴向中空壁管材 GB/T 18477.3—2019[S].北京:中国标准出版社,2019.
ASTM D7136/D7136M-15,Standard test method formeasuring the damage resistance of a fiber-reinforcedpolymer matrix composite to a drop-weight impact event[S].West Conshohoken,PA:ASTM International,2015.
GB/T 1040.1-2018,塑料拉伸性能的测定第1部分:总则[S].北京:中国标准出版社,2019.
杨政龙,余建星,陈海成,等.深海管道在冲击载荷作用下的局部屈曲特性研究[J].天津大学学报(自然科学与工程技术版),2019,52(3):255-261.Yang Z L,Yu J X,Chen H C,et al.Local bucklingcharacteristics of deep-sea pipelines under impact load?ing[J].Journal of Tianjin University(Science and Tech?nology),2019,52(3):255-261(.in Chinese)
杨金辉,胡少伟,叶宇霄,等.连续侧向冲击作用下钢筋混凝土管动力响应试验研究[J].振动与冲击,2022,41(2):281-289.Yang J H,Hu S W,Ye Y X,et al.Experimental studyon the dynamic responses of reinforced concrete pipesunder continuous lateral impact[J].Journal of Vibrationand shock,2022,41(2):281-289(.in Chinese)
Wang Y,Qian X,Liew J Y R,et al.Experimental be?havior of cement filled pipe-in-pipe composite structuresunder transverse impact[J].International Journal of Im?pact Engineering,2014,72:1-16.
董飞飞,曾磊,谢向东,等.冲击荷载作用下埋地长输管道受力性能分析[J].广西大学学报(自然科学版),2019,44(3):776-785.Dong F F,Zeng L,Xie X D,et al.Analysis of me?chanical behavior of buried long distance pipeline underimpact loading[J],Journal of Guangxi University(Nat?ural Science Edition),2019,44(3):776-785.(in Chi?nese)
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