卯榫接头装配式矩形隧道静力行为及抗爆性分析

doi:10.12068/j.issn.1005-3026.2022.07.017

东北大学学报（自然科学版） ›› 2022, Vol. 43 ›› Issue (7): 1043-1055.DOI: 10.12068/j.issn.1005-3026.2022.07.017

卯榫接头装配式矩形隧道静力行为及抗爆性分析

黄震^1,2，张陈龙¹，白海文¹，马少坤^1,2

(1.广西大学土木建筑工程学院，广西南宁530004； 2.广西大学工程防灾与结构安全教育部重点实验室，广西南宁530004)

发布日期:2022-08-02
通讯作者: 黄震
作者简介:黄震(1989-)，男，湖南长沙人，广西大学讲师，博士.
基金资助:
国家自然科学基金资助项目(51678166)；广西研究生教育创新计划项目(JGY2021014).

Static Behavior and Blast Resistance Analysis for New Joint Assembled Rectangular Tunnel

HUANG Zhen^1,2, ZHANG Chen-long¹， BAI Hai-wen¹， MA Shao-kun^1,2

1. School of Civil Engineering and Architecture， Guangxi University， Nanning 530004， China; 2. Key Laboratory of Engineering Disaster Prevention and Structural Safety of the Ministry of Education， Guangxi University， Nanning 530004， China.

Published:2022-08-02
Contact: HUANG Zhen
About author:-
Supported by:
-

摘要/Abstract

摘要： 设计了一种应用于装配式矩形隧道的卯榫接头，探究了卯榫接头装配式隧道静力行为和内爆作用下的抗爆性能，建立了反映接头非线性力学特征的三维精细化数值模型，利用流固耦合分析实现了TNT爆炸模拟，对比评价了卯榫接头与现浇接头在不同围压荷载作用下的抗压弯承载能力、抗爆性及混凝土损伤特性.结果表明:新型接头抗压弯承载能力略高于现浇接头矩形隧道；在相同当量TNT炸药下，新型接头装配式矩形隧道抗爆能力整体上优于现浇接头矩形隧道；新型接头装配式矩形隧道损伤破坏主要发生在钢柱和顶板-墙结点区域.研究结果为装配式矩形隧道结构设计及防灾减灾提供理论支撑.

关键词: 装配式隧道；接头；静力行为；抗爆性；损伤特性

Abstract: A mortise and tenon joint applied to prefabricated rectangular tunnel is designed， and the static behavior and explosion resistance of prefabricated tunnel with this mortise and tenon joint are studied. A three-dimensional refined numerical model reflecting the nonlinear mechanical characteristics of the joint is established， and the TNT explosion simulation is realized by fluid-solid coupling analysis. The compressive bending capacity， explosion resistance and concrete damage characteristics of mortise joint and cast-in-situ joint under different confining pressures are compared and evaluated. The results show that the bending capacity of the new joint is slightly higher than that of the cast-in-situ joint rectangular tunnel. Under the same equivalent TNT explosive， the anti-explosion capacity of the new joint assembled rectangular tunnel is better than that of the cast-in-situ joint rectangular tunnel as a whole. The damage and failure of the new joint assembled rectangular tunnel mainly occurs in the steel column and roof wall joint area. The research results provide theoretical support for the structural design of prefabricated rectangular tunnel and disaster prevention and mitigation.

Key words: assembled tunnel; joint; static behavior; blast resistance; damage characteristics

中图分类号:

U45
TU92

黄震，张陈龙，白海文，马少坤. 卯榫接头装配式矩形隧道静力行为及抗爆性分析[J]. 东北大学学报（自然科学版）, 2022, 43(7): 1043-1055.

HUANG Zhen ZHANG Chen-long， BAI Hai-wen， MA Shao-kun. Static Behavior and Blast Resistance Analysis for New Joint Assembled Rectangular Tunnel[J]. Journal of Northeastern University(Natural Science), 2022, 43(7): 1043-1055.

参考文献

[1]Li X J， Yan Z G，Wang Z，et al.A progressive model to simulate the full mechanical behavior of concrete segmental lining longitudinal joints［J］.Engineering Structures，2015，93:97-113.
[2]黄大维，周顺华，王秀志，等.模型盾构隧道管片纵缝接头设计方法［J］.岩土工程学报，2015，37(6):1068-1076.(Huang Da-wei，Zhou Shun-hua，Wang Xiu-zhi，et al.Design method for longitudinal segment joints of shield tunnel model［J］.Chinese Journal of Geotechnical Engineering，2015，37(6):1068-1076.)
[3]Meng Q F，Wu C Q，Wu P T，et al.A study of pressure characteristics of methane explosion in a 20 m buried tunnel and influence on structural behaviour of concrete elements［J］.Engineering Failure Analysis，2021，122:105273.
[4]Wang C，Zhao Y Y，Addai E K.Investigation on propagation mechanism of large scale mine gas explosions［J］.Journal of Loss Prevention in the Process Industries，2017，49:342-347.
[5]Yu X，Zhou B K，Hu F，et al.Experimental investigation of basalt fiber-reinforced polymer(BFRP) bar reinforced concrete slabs under contact explosions［J］.International Journal of Impact Engineering，2020，144:103632.
[6]Osinov V A，Chrisopoulos S，Triantafyllidis T.Numerical analysis of the tunnel-soil interaction caused by an explosion in the tunnel［J］.Soil Dynamics and Earthquake Engineering，2019，122:318-326.
[7]张稳军，张高乐，雷华阳.基于塑性损伤的盾构隧道FRP-Key接头抗剪性能及布置方式合理性研究［J］.中国公路学报，2017，30(8):38-48.(Zhang Wen-jun，Zhang Gao-le，Lei Hua-yang.Research on shear performance of FRP-Key joint for shield tunnel and rationality of arrangement based on plastic-damage model［J］.China Journal of Highway and Transport，2017，30(8):38-48.)
[8]赵德博，储程，苏栋.内爆炸作用下隧道衬砌结构动力响应数值分析［J］.土木工程学报，2020，53(增刊1):265-271.(Zhao De-bo，Chu Cheng，Su Dong.Dynamic responses of tunnel lining structure under internal blasts［J］.China Civil Engineering Journal，2020，53(sup1):265-271.)
[9]高盟，张继严，王滢，等.内源爆炸荷载作用下饱和土中圆形衬砌隧道的瞬态响应解答［J］.岩土工程学报，2017，39(12):2304-2311.(Gao Meng，Zhang Ji-yan，Wang Ying，et al.Exact solutions for dynamic responses of a cylindrical lined tunnel in saturated soil to internal blast loads［J］.Chinese Journal of Geotechnical Engineering，2017，39(12):2304-2311.)
[10]Liu X，Dong Z B，Song W，et al.Investigation of the structural effect induced by stagger joints in segmental tunnel linings:direct insight from mechanical behaviors of longitudinal and circumferential joints［J］.Tunnelling and Underground Space Technology，2018，71:271-291.
[11]Lee J H，Fenves G L.Plastic-damage model for cyclic loading of concrete structures［J］.Journal of Engineering Mechanics，1998，124(8):892-900.
[12]秦文瑾，卢登标，刘浩.气体状态方程对正十二烷射流燃烧的影响［J］.航空动力学报，2020，35(1):66-74.(Qin Wen-jin，Lu Deng-biao，Liu Hao.Effects of gas state equation on n-dodecane jet combustion［J］.Journal of Aerospace Power，2020，35(1):66-74.)
[13]陈晨，魏英杰，王聪，等.射弹跨声速入水初期阶段多相流场特性数值研究［J］.振动与冲击，2019，38(6):46-53，61.(Chen Chen，Wei Ying-jie，Wang Cong，et al.Numerical analysis of the multiphase flow characteristics in the initial period of water-entry of a projectile at transonic speed［J］.Journal of Vibration and Shock，2019，38(6):46-53，61.)
[14]陈华，周海兵，刘国昭，等.圆筒试验JWL状态方程参数的贝叶斯标定［J］.爆炸与冲击，2017，37(4):585-590.(Chen Hua，Zhou Hai-bing，Liu Guo-zhao，et al.Bayesian calibration for parameters of JWL equation of state in cylinder test［J］.Explosion and Shock Waves，2017，37(4):585-590.)
[15]Lee E L，Tarver C M.Phenomenological model of shock initiation in heterogeneous explosives［J］.Physics of Fluids，1980，23(12):2362-2372.
[16]Wescott B L，Stewart D S，Davis W C.Equation of state and reaction rate for condensed-phase explosives［J］.Journal of Applied Physics，2005，98(5):053514.
[17]Wojciech M.Blast wave propagation in the air and action on rigid obstacles［D］.Poznań:Poznań University of Technology，2011.
[18]Qian H M，Zong Z H，Wu C Q，et al.Numerical study on the behavior of utility tunnel subjected to ground surface explosion［J］.Thin-Walled Structures，2021，161:107422.
[19]张力，封坤，何川，等.盾构隧道管片接头三维精细化数值模拟研究［J］.隧道建设，2020，40(8):1169-1175.(Zhang Li，Feng Kun，He Chuan，et al.Three-dimensional refined numerical simulation of segmental joint of shield tunnel［J］.Tunnel Construction，2020，40(8):1169-1175.)
[20]Liu X P，Bradford M A，Chen Q J，et al.Finite element modelling of steel-concrete composite beams with high-strength friction-grip bolt shear connectors［J］.Finite Elements in Analysis and Design，2016，108:54-65.
[21]Gong C J，Ding W Q，Mosala K M，et al.Comparison of the structural behavior of reinforced concrete and steel fiber reinforced concrete tunnel segmental joints［J］.Tunnelling and Underground Space Technology，2017，68:38-57.
[22]陈明祥.弹塑性力学［M］.北京:科学出版社，2010.(Chen Ming-xiang.Elastoplastic mechanics［M］.Beijing:Science Press，2010.)

卯榫接头装配式矩形隧道静力行为及抗爆性分析

Static Behavior and Blast Resistance Analysis for New Joint Assembled Rectangular Tunnel

RichHTML

PDF (PC)

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 0

编辑推荐

Metrics

本文评价