PULL-OUT

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相关作者：鹿青李秀婷丁光莹章仁财曾林鹤更多>>
相关机构：上海隧道工程股份有限公司河北医科大学第三医院更多>>
相关期刊：《Acta Mechanica Solida Sinica》《Journal of Bionic Engineering》《International Journal of Mining Science and Technology》《Open Journal of Geology》更多>>
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Anti-plane pull-out of a rigid line inclusion from an elastic medium
《Applied Mathematics and Mechanics(English Edition)》2023年第5期809-822,共14页Yansong WANG Baolin WANG Youjiang CUI Kaifa WANG 
Project supported by the Guangdong Basic and Applied Basic Research Foundation of China(Nos.2022A1515010801 and 2023A1515012641);the Shenzhen Science and Technology Program of China(Nos.JCYJ20220818102409020 and GXWD20220811165158003)。
The transient and static anti-plane problem of a rigid line inclusion pulled out from an elastic medium is studied.The singular integral equation method is used to solve the stress field.Under the static load,the stre...
关键词：PULL-OUT rigid line inclusion ANTI-PLANE stress intensity factor(SIF) stress singularity 
Propagation Characteristics of Ultrasonic Guided Waves in Grouted Rockbolt Systems with Bond Defects under Different Confining Conditions
《Journal of Modern Physics》2023年第5期722-740,共19页Shuisheng Yu Jin Chen Yawei Wang Honghao Yang Shucan Lu 
A rockbolt acting in the rock mass is subjected to the combined action of the pull-out load and confining pressure, and the bond quality of the rockbolt directly affects the stability of the roadway and cavern. Theref...
关键词：Grouted Rockbolt Systems Bond Defect Pull-Out Load Confining Pressure Ultrasonic Guided Wave 
Bioinspiration:Pull-Out Mechanical Properties of the Jigsaw Connection of Diabolical Ironclad Beetle’s Elytra
《Acta Mechanica Solida Sinica》2023年第1期86-94,共9页Jie Wei Bo-Hua Sun 
supported by Xi’an University of Architecture and Technology(Grant No.002/2040221134).
In engineering,connections between components are often weak areas.Unreasonable connection methods can easily reduce the strength of components,resulting in unpredictable failure modes.In nature,numerous connection me...
关键词：Theoretical analysis BIONICS Jigsaw connection 3D Printing Finite element 
Structural performance of a façade precast concrete sandwich panel enabled by a bar-type basalt fiber-reinforced polymer connector被引量：1
《Frontiers of Structural and Civil Engineering》2023年第1期122-137,共16页Junqi HUANG Qing JIANG Xun CHONG Xianguo YE Caihua LIU 
financially supported by the National Natural Science Foundation of China(Grant No.51878233);the Fundamental Research Funds for the Central Universities(No.JZ2021HGTA0164);the Key Research and Development Project of Anhui Province,China(No.202104a07020022);from Anhui Provincial Natural Science Foundation(No.2208085QE172).
In this study,a novel diagonally inserted bar-type basalt fiber reinforced polymer(BFRP)connector was proposed,aiming to achieve both construction convenience and partially composite behavior in precast concrete sandw...
关键词：precast concrete sandwich panel basalt fiber reinforced polymer pull-out performance shear performance out-of-plane flexural performance 
移植肌腱与半月板后根吻合联合Pull-out法重建半月板后根
《实用骨科杂志》2022年第9期842-847,共6页刘守东 谢洪彬 单森 刘南伯 王勃 刘慧莉 
目的探讨移植肌腱与半月板后根吻合联合Pull-out法(肌腱与缝线经胫骨骨道拉出)固定重建半月板后根的临床效果。方法回顾分析2016年1月至2020年12月期间应用移植肌腱与半月板后根吻合联合Pull-out法重建半月板后根(肌腱移植组)27例与单纯...
关键词：半月板后根 移植肌腱 Pull-out法 胫骨骨道 重建 
Study on the Horizontal Movement State of Suction Anchor Piles for Offshore Wind Power during Horizontal Pulling被引量：1
《World Journal of Engineering and Technology》2022年第1期88-97,共10页Jianping Jiang Jiaruo Gao 
The subsea anchor piles of offshore wind power floating platform structures are mainly subjected to uplift and horizontal loads, and this paper focuses on the case of horizontal loads. A three-dimensional numerical si...
关键词：Horizontal Movement State Suction Anchor Piles Horizontal Movement Range Optimum Pull-Out Point Depth Offshore Wind Power 
Experimental and numerical evaluation on debonding of fully grouted rockbolt under pull‑out loading
《International Journal of Coal Science & Technology》2022年第1期84-98,共15页Shuisheng Yu Wancheng Zhu Leilei Niu 
This work is funded by the National Science Foundation of China(Grant Nos.U1906208,52104157,51904056 and 51874069);and the Fundamental Research Funds for the Central Universities of China(Grant Nos.N2101028 and N2101015).
The axial loading in rockbolts changes due to stress redistribution and rheology in the country rock mass.Such a change may lead to debonding at rockbolt to grout interface or rupture of the rockbolt.In this study,bas...
关键词：Fully grouted rockbolt DEBONDING Pull-out load Ultrasonic guided wave propagation 
Effects of different pull-out loading rates on mechanical behaviors and acoustic emission responses of fully grouted bolts被引量：5
《Journal of Central South University》2021年第7期2052-2066,共15页DU Yun-lou FENG Guo-rui KANG Hong-pu ZHANG Yu-jiang ZHANG Xi-hong 
Projects(51925402,U1710258,52004172)supported by the National Natural Science Foundation of China;Project(20201102004)supported by the Science and Technology Department of Shanxi Province,China。
Due to the influence of mining disturbance stress,it is of great significance to better understand the bearing characteristics of fully grouted bolts under different pull-out loading rates.For this purpose,a series of...
关键词：fully grouted bolts pull-out test loading rate mechanical behavior AE response failure characteristic 
Prediction of a maximum pull-out load of anchor bolts using an optimal combination model
《Journal of Southeast University(English Edition)》2021年第2期199-208,共10页Ma Wenjie Wang Binglong Wang Xu Wang Bolin 
The National Natural Science Foundation of China(No.51778485).
The mixed model of improved exponential and power function and unequal interval gray GM(1,1)model have poor accuracy in predicting the maximum pull-out load of anchor bolts.An optimal combination model was derived usi...
关键词：anchor bolt maximum pull-out load mixed model of improved exponential and power function(MIEPF)model unequal interval gray GM(1 1)model optimal combination model 
A Pull-Out Test Study on the Working State of Fully Grouted Bolts被引量：1
《Fluid Dynamics & Materials Processing》2021年第2期441-453,共13页Ruixin Zhao Zhongju Feng Guan Jiang Fuchun Wang Yidong Zhang Changan Zhang Zhenbing Wang 
The National Key Research and Development Project(2018YFC1504801);the National Nature Science Foundation of China(41272285);the Transportation Technology Key Project of Shandong Province(JHLYDKY2).
The present study examines the working conditions of fully grouted bolts used for the construction and expansion of high slopes.On the basis of a pull out destructive test,the work load and the ultimate load are obtai...
关键词：Geotechnical engineering highway slope full length grouted anchor destructive test stress loss 
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