BOND-SLIP

作品数：12被引量：21H指数：2
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相关领域：建筑科学更多>>
相关机构：北京航空航天大学华侨大学更多>>
相关期刊：《Earthquake Engineering and Engineering Vibration》《Journal of Civil Engineering and Architecture》《Journal of Beijing Institute of Technology》《Materials Sciences and Applications》更多>>
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Bond-Slip Behavior of Steel Bar and Recycled Steel Fibre-Reinforced Concrete
《Journal of Renewable Materials》2024年第1期167-186,共20页Ismail Shah Jing Li Nauman Khan Hamad R.Almujibah Muhammad Mudassar Rehman Ali Raza Yun Peng 
supported by the Key R&D Projects in Yunnan Province under Grant Number 202203AC100004;Additional funding was provided by the Major Science and Technology Project of the Ministry of Water Resources under Grant Number SKS-2022057.
Recycled steel fiber reinforced concrete is an innovative construction material that offers exceptional mechanical properties and durability.It is considered a sustainable material due to its low carbon footprint and ...
关键词：Recycled coarse aggregates(RCA) steel fiber bonding performance BOND-SLIP environmental challenges 
Development of limestone calcined clay cement concrete in South China and its bond behavior with steel reinforcement被引量：1
《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》2020年第11期892-907,共16页Zhen-yu HUANG You-shuo HUANG Wen-yu LIAO Ning-xu HAN Ying-wu ZHOU Feng XING Tong-bo SUI Bin WANG Hong-yan MA 
the National Natural Science Foundation of China(Nos.51708360 and 51978407);the Shenzhen Basic Research Project of China(No.JCYJ20180305124106675);the Key Projects for International Cooperation in Science;Technology and Innovation of China(No.2018YFE0125000);the Taipei University of TechnologyShenzhen University Joint Research Program of China(No.2020008);the National Science Foundation of the USA(No.1661609);the Advanced Materials for Sustainable Infrastructure Seed Funding Program at Missouri University of Science and Technology,USA。
Limestone calcined clay cement(LC^3),consisting of ordinary Portland cement(OPC)clinker,calcined clay,limestone powder,and gypsum,has been considered a promising solution to current challenges in the cement and concre...
关键词：Limestone calcined clay cement(LC^3) Hydration BOND-SLIP Mercury intrusion porosimetry(MIP) Scanning electron microscope(SEM) Bond strength 
Novel uniaxial concrete constitutive model considering bond-slip effect被引量：1
《Earthquake Engineering and Engineering Vibration》2020年第3期649-668,共20页Liu Yongbin Dai Junwu Yang Yongqiang Jiang Tao 
Supported by National Key R&D Program of China under Grant No.2018YFC1504404;Fund for Earthquake Engineering of China Earthquake Administration under Grant No.201508023。
A uniaxial concrete constitutive model considering the bond-slip effect is proposed and its finite element analysis(FEA)implementation on a fiber section of a beam-column element is presented.The tension-stiffening,cr...
关键词：CONCRETE CONSTITUTIVE COLUMNS 
Numerical simulation of partial-interaction load-deflection behavior of corroded reinforced concrete beams based on a segmental approach and evaluation of reinforcement corrosion level
《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》2020年第4期280-293,共14页Qian FENG Guan-nan WANG Yong-ping ZHANG Rong-qiao XU 
Project supported by the National Natural Science Foundation of China(No.51478422)。
Corrosion of reinforcement has a significant effect on the deformation of reinforced concrete beams by deteriorating the bond-slip characteristics, diminishing the cross-sectional area of reinforcement, and causing cr...
关键词：Reinforced concrete Corrosion Partial interaction Load-deflection Tension-stiffening BOND-SLIP 
A study of the load transfer behavior of fully grouted rock bolts with analytical modelling被引量：11
《International Journal of Mining Science and Technology》2020年第1期105-109,共5页Jianhang Chen Fulian He Shoubao Zhang 
supported by the National Natural Science Foundation of China (Nos. 51574243 and 51904302);the Yue Qi Distinguished Scholar Project of China (No. 800015Z1138);China University of Mining and Technology, Beijing;the Fundamental Research Funds for the Central Universities, China (No.800015J6)。
Fully grouted rock bolts have been used in mining industry for many years.Much research has been conducted to evaluate the load transfer behavior of fully grouted rock bolts with experimental programs.However,compared...
关键词：ROCK BOLTS Load transfer ANALYTICAL modelling PARAMETRIC STUDY BOND-SLIP model 
Numerical Simulation of the Behavior of Cracked Reinforced Concrete Members
《Materials Sciences and Applications》2014年第12期883-894,共12页Pietro Croce Paolo Formichi 
Refined non-linear static or dynamic analyses of reinforced concrete structures require the knowledge of the actual force-displacement or bending moment-rotation curves of each structural member, which depend on the c...
关键词：BOND-SLIP Reinforced Concrete NON-LINEAR BEHAVIOR Numerical Analysis CRACK Pattern CRACK OPENING BOND Stress 
Creep and Shrinkage Effects on the Bond-Slip Characteristics and Ultimate Strength of Composite Slabs
《Journal of Civil Engineering and Architecture》2014年第9期1085-1097,共13页Alireza Gholamhoseini Ian Gilbert Mark Bradford 
Composite one-way concrete slabs with profiled steel sheeting as permanent formwork are commonly used in the construction industry. The steel sheeting supports the wet concrete of a cast-in-situ reinforced or post-ten...
关键词：Composite slabs creep and shrinkage longitudinal shear stress partial interaction profiled steel sheeting. 
Bond-slip constitutive relationship between bars and mortar for block masonry被引量：1
《Journal of Harbin Institute of Technology(New Series)》2010年第2期176-179,共4页郑怡 李莉 刘明 许嘉龙 张延年 
Sponsored by the National Science and Technology Pillar Program during the 11th Five-Year Plan Period of China(Grant No. 2009BAK58B03-03 and 2006BAJ03A01-05);the Key Laboratory of Structural Engineering of Shenyang Jianzhu University,China(Grant No. JG200705);the Science & Re-search Program of Shenyang,China(Grant No. 1091064-A-00)
Ten specimens were tested in this paper in order to study the bond behavior and the process of force transfer when bars adhered to mortar. The development of the bond stress between bars and mortar was calculated. Tes...
关键词：reinforced masonry MORTAR BOND-SLIP constitutive model 
Double pull specimen more suitable for measuring bond-slip relationship of FRP-to-concrete interface被引量：1
《Journal of Central South University》2010年第2期400-405,共6页杨奇飞 陆小华 熊光晶 
Project(2006BAJ03A07) supported by the National Key Technologies R & D Program of China;Project(5008283) supported by the Natural Science Foundation of Guangdong Province, China
A new "conceptual" design named "double pull" specimen was proposed in order to measure the bond-slip(δ-τ) relationship of fiber reinforced polymer(FRP)-to-concrete interface more accurately.A finite element analysi...
关键词：fiber reinforced polymer （FRP） concrete BOND-SLIP ultimate slip double pull specimen EXTENSOMETER 
Research on Bond-Slip Constitutive Relation for Steel Reinforced Concrete Members被引量：1
《Journal of Beijing Institute of Technology》2009年第2期152-156,共5页梁斌 孟凡深 刘俊玲 
Sponsored by the Science and Technology Program Project of Henan Province(002462004)
The constitutive relation of bond-slip on steel and concrete interface is proposed for short steel reinforced concrete （SRC） column. Based on the experimental research on bond-slip performance, a mechanical model of...
关键词：steel reinforced concrete （SRC） BOND-SLIP constitutive relation pushing and pull member 
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