基于层间分离的玻璃钢夹砂管渐进损伤仿真与强度计算

Abstract
Figure/Table
References (24)
Related Citation (0)

Download: PDF (2692 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract In order to study the damage process and destruction mechanism of glass fiber reinforced plastics pipes of a multi-clamp layer structure under load action, a numerical calculation model and strength calculation method based on the layer separation and progressive failure were proposed.The cohesive surface modeling technology, which adopted the bilinear structure model and B-K fracture energy damage evolution criterion, was used to simulate the separation between layers.A gradual failure calculation model for the pipe-culvert structure was constructed by the Rafiee material stiffness degradation criterion.The influences of parameters such as the sandwich thickness and sandwich layer number on structural strength were investigated.The failure mechanism of the tube culvert structure and the stress variation in each layer were clarified.Cracks under load first appear in the outer layer of the tube wall and at the weak position by defects, then the pipe-culvert structure undergoes the process of interlayer separation, sandwich layer destruction, winding layer destruction, etc., until the bukling instability occurs.

Key words： fiber reinforced polymer sand pipe interlayer separation progressive failure model sand thickness

Received: 04 June 2020 Published: 28 September 2021

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	WANG Qingzhou
	SUN Yanwen
	XIAO Chengzhi
	WEI Lianyu

Cite this article:

WANG Qingzhou,SUN Yanwen,XIAO Chengzhi, et al. Progressive damage simulation and strength calculation of FRP sand pipes based on interlayer separation[J]. JOURNAL OF VIBRATION AND SHOCK, 2021, 40(18): 164-173.

URL:

http://jvs.sjtu.edu.cn/EN/ OR http://jvs.sjtu.edu.cn/EN/Y2021/V40/I18/164

［1］陈兆南，魏连雨，王清洲.公路FRPM管涵洞静载破坏试验研究［J］.中外公路，2018，38(5)： 144-147.
CHEN Zhaonan, WEI Lianyu, WANG Qingzhou.Experimental study on static load failure of highway frpm pipe culvert ［J］.Journal of Foreign Highway, 2018,38(5): 144-147.

［2］HAWA A, ABDUL MAJID M S, AFENDI M, et al.Burst strength and impact behaviour of hydrothermally aged glass fibre/epoxy composite pipes［J］.Materials & Design,2016,89: 455-464.

［3］贾哲.基于有限元分析的玻璃钢夹砂管道的强度分析和数值模拟辅助设计［D］.南昌:南昌大学，2016.

［4］RAFIEE R, ELASMI F.Theoretical modeling of fatigue phenomenon in composite pipes［J］.Composite Structures,2017,161:256-263.

［5］孙同生,王琪,于存贵.玻-碳混杂纤维缠绕复合材料发射筒发射动力学研究［J］.振动与冲击,2019,38(24):74-80.
SUN Tongsheng, WANG Qi, YU Cungui.A study on firing dynamics of a glass/carbon hybrid filament winding composite launch canister ［J］.Journal of Vibration and Shock, 2019,38(24): 74-80.

［6］陈卓异,李传习,黄侨,等.波形钢腹板组合T梁静力性能试验［J］.中国公路学报,2018,31(12):196-203.
CHEN Zhuoyi, LI Chuanxi, HUANG Qiao, et al.Static mechanical properties of composite T-girder with corrugated steel webs ［J］.China Journal of Highway and Transport, 2018,31(12): 196-203.

［7］邓华锋,肖瑶,胥焘,等.碳纤维水泥基复合材料加固节理岩体试验［J］.中国公路学报,2018,31(2):242-251.
DENG Huafeng, XIAO Yao, XU Tao, et al.Experiment on reinforcement of jointed rock mass by carbon fiber cement-based composite material ［J］.China Journal of Highway and Transport, 2018,31(2): 242-251.

［8］初明越,阳玉球,赵德方,等.接头尺寸对玻璃纤维/热塑性树脂复合材料机械连接性能的影响［J］.复合材料学报,2019,36(6):1353-1363.
CHU Mingyue, YANG Yuqiu, ZHAO Defang, et al.Effect of joint dimension on the mechanically fastened joint properties of glass fiber/thermoplastic resin composites ［J］.Acta Materiae Compositae Sinica, 2019,36(6): 1353-1363.

［9］AREIAS P, RABCZUK T, MSEKH M A.Phase-field analysis of finite-strain plates and shells including element subdivision［J］.Computer Methods in Applied Mechanics and Engineering,2016,312: 322-350.

［10］HASHIN Z.Failure criteria for unidirectional fiber composites［J］.Journal of Applied Mechanics，1980，47(2)：329-334.

［11］CAMANHO P P， MATTHEWS F L.A progressive damage model for mechanically fastened joints in composite laminates［J］.Journal of Composite Materials，1999，33(24)：2248-2280.

［12］RAFIEE R, RESHADI F.Simulation of functional failure in GRP mortar pipes［J］.Composite Structures,2014,113: 155-163.

［13］朱竑祯,王纬波,殷学文,等.基于分层模型的功能梯度输流管道耦合振动［J］.振动与冲击,2019,38(20):203-209.
ZHU Hongzhen, WANG Weibo, YIN Xuewen, et al.Coupled vibration of functionally graded pipes conveying fluid based on a multi-layered model ［J］.Journal of Vibration and Shock, 2019,38(20): 203-209.

［14］刘勇，陈世健，高鑫，等.基于Hashin准则的单层板渐进失效分析［J］.装备环境工程，2010，7(1)：34-39.
LIU Yong, CHEN Shijian, GAO Xin, et al.Progressive failure analysis of monolayer composite based on Hashin criterion ［J］.Equipment Environmental Engineering, 2010, 7(1): 34-39.

［15］HASHIN Z.A fatigue failure criterion for fiber reinforced materials［J］.Journal of Composite Materials,1973,7(4): 448-464.

［16］LAPCZYK I, HURTADO J A.Progressive damage modeling in fiber-reinforced materials［J］.Composites Part A: Applied Science and Manufacturing,2007,38(11):2333-2341.

［17］RAFIEE R， SHARIFI P.Stochastic failure analysis of composite pipes subjected to random excitation［J］.Construction and Building Materials，2019，224: 950-961.

［18］RAFIEE R.Apparent hoop tensile strength prediction of glass fiber-reinforced polyester pipes［J］.Journal of Composite Materials,2013，47：1377-1386.

［19］寇剑锋，徐绯，郭家平，等.黏聚力模型破坏准则及其参数选取［J］.机械强度，2011，33(5)：714-718.
KOU Jianfeng, XU Fei, GUO Jiaping, et al.Damage laws of cohesive zone model and selection of the parameters［J］.Journal of Mechanical Strength, 2011, 33(5): 714-718.

［20］BREWER J C. Quadratic stress criterion for initiation of delamination［J］.Journal of Composite Materials,1988,22(12): 1141-1155.

［21］BENZEGGAGH M L, KENANE M.Measurement of mixed-mode delamination fracture toughness of unidirectional glass/epoxy composites with mixed-mode bending apparatus［J］.Composites Science and Technology,1996,56(4):439-449.

［22］AREIAS P, MSEKH M A, RABCZUK T.Damage and fracture algorithm using the screened Poisson equation and local remeshing［J］.Engineering Fracture Mechanics,2016,158:116-143.

［23］RAFIEE R, MAZHARI B.Evaluating long-term performance of glass fiber reinforced plastic pipes subjected to internal pressure［J］.Construction and Building Materials,2016,122:694-701.

［24］ASSALEH T A, ALMAGGUZ L A.Ultimate elastic wall stress (UEWS) test under biaxial loading for glass-fibre reinforced epoxy (GRE) pipes［J］.Advanced Materials Research,2014,974:188-194.