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Flexural Bond Behavior of Rebar in Ultra-High Performance Concrete Beams Considering Lap-Splice Length and Cover Depth 被引量:1
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作者 Seongjun Kim Jungwoo Lee +1 位作者 Changbin Joh Imjong Kwahk 《Engineering(科研)》 2016年第3期116-129,共14页
This study intends to find out the correlation between the cover depth and the bond characteristics of UHPC through pull-out tests of UHPC specimens with different cover depths and bond tests of rebar using flexural m... This study intends to find out the correlation between the cover depth and the bond characteristics of UHPC through pull-out tests of UHPC specimens with different cover depths and bond tests of rebar using flexural members. In this experimental study, specimens are fabricated with the lap-splice length as test variable in relation with the calculation of the lap-splice length for 180- MPa UHPC. Moreover, specimens are also fabricated with the cover depth as test variable to evaluate the effect of the cover depth on the UHPC flexural members. The load-displacement curves are analyzed for each of these test variables to compute the lap-splice length proposed in the K-UHPC structural design guideline and to evaluate the influence of the cover depth on the flexural members. As a result, the stability of the structural behavior can be significantly enhanced by increasing slightly the cover depth specification of the current UHPC Structure Design Guideline from the maximum value between 1.5 times of rebar diameter and 20 mm to the maximum value between 1.5 times of rebar diameter and 25 mm. 展开更多
关键词 bond behavior Ultra High Performance Concrete (UHPC) Lap-Splice Length Cover Depth Flexural bond Test Full-Out Test
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Bond Behavior between Recycled Concrete Containing CDW and Different Types of Steel Bars 被引量:1
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作者 Carine N.S.Reis Paulo Lima Mônica B.Leite 《Journal of Architectural Environment & Structural Engineering Research》 2021年第2期1-7,共7页
The operation of reinforced concrete structures is directly associated with the adhesion between the steel bar and the concrete,which allows the inter­nal forces to be transferred to the reinforcement during the ... The operation of reinforced concrete structures is directly associated with the adhesion between the steel bar and the concrete,which allows the inter­nal forces to be transferred to the reinforcement during the process of load­ing the structural elements.The modification of the concrete composition,with the introduction of recycled aggregate from construction and demoli­tion waste(CDW),affects the steel-concrete interface and can modify the bonding stress,which is also influenced by the type and diameter of the bar used.In this work,the influence of the recycled fine aggregate(RFA)and types of steel bar on the steel-concrete bond was experimentally evaluated using the pullout test.Conventional concrete and recycled concrete,with RFA replacement level of 25%,were produced.Two types of steel rebars(i.e.,plain and deformed)with diameters of 10.0 and 16.0 mm were con­sidered in this paper.The results indicate a reduction in the adhesion stress with the introduction of recycled aggregate,but this trend is influenced by the diameter of the bar used.The use of ribbed bars modifies the stress bon-slip behavior,with an increase in the average bond strength,which is also observed with the reduction of the diameter of the bar. 展开更多
关键词 Construction and demolition waste(CDW) Recycled concrete Steel-concrete bond behavior
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Advance in Researches on Bond Behavior for Steel-Corroded Concrete Members
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作者 赵国藩 史波 《Journal of Southwest Jiaotong University(English Edition)》 2006年第2期157-164,共8页
The steel corrosion in concrete is widely reported over the last two to three decades. Much effort has been devoted to researching the causes and mechanisms of reinforcement corrosion and to the questions of durabilit... The steel corrosion in concrete is widely reported over the last two to three decades. Much effort has been devoted to researching the causes and mechanisms of reinforcement corrosion and to the questions of durability for concrete structures, but relatively little attention has been devoted to the problem of assessing the effect of bond loss due to corrosion on the structural behavior of corroded elements. From the test results on corroded specimens, the mechanism of degradation in bond behavior between corroded bars and concrete, and the effects of bond loss on structural performances are summarized. Results show that corrosion level, cover depth-W-bar diameter ratio, surface condition of re/nforcement, stirrups, etc. can influence the bond behavior of corroded bars. In addition, the deterioration in bond due to corrosion may induce reduction in bearing capacity, degradation of serviceability, and the loss in ductility for steel-corroded concrete members. 展开更多
关键词 Reinforcement corrosion bond behavior ANCHORAGE DETERIORATION Reinforced concrete structure
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Plastic flow and interfacial bonding behaviors of embedded linear friction welding process:Numerical simulation combined with thermophysical experiment
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作者 Tiejun MA Zhenguo GUO +6 位作者 Xiawei YANG Junlong JIN Xi CHEN Jun TAO Wenya LI Achilles VAIRIS Liukuan YU 《Chinese Journal of Aeronautics》 2025年第1期87-98,共12页
In this study,a new linear friction welding(LFW)process,embedded LFW process,was put forward,which was mainly applied to combination manufacturing of long or overlong loadcarrying titanium alloy structural components ... In this study,a new linear friction welding(LFW)process,embedded LFW process,was put forward,which was mainly applied to combination manufacturing of long or overlong loadcarrying titanium alloy structural components in aircraft.The interfacial plastic flow behavior and bonding mechanism of this process were investigated by a developed coupling EulerianLagrangian numerical model using software ABAQUS and a novel thermo-physical simulation method with designed embedded hot compression specimen.In addition,the formation mechanism and control method of welding defects caused by uneven plastic flow were discussed.The results reveal that the plastic flow along oscillating direction of this process is even and sufficient.In the direction perpendicular to oscillation,thermo-plastic metals mainly flow downward along welding interface under coupling of shear stress and interfacial pressure,resulting in the interfacial plastic zone shown as an inverted“V”shape.The upward plastic flow in this direction is relatively weak,and only a small amount of flash is extruded from top of joint.Moreover,the wedge block and welding components at top of joint are always in un-steady friction stage,leading to nonuniform temperature field distribution and un-welded defects.According to the results of numerical simulation,high oscillating frequency combined with low pressure and small amplitude is considered as appropriate parameter selection scheme to improve the upward interfacial plastic flow at top of joint and suppress the un-welded defects.The results of thermo-physical simulation illustrate that continuous dynamic recrystallization(CDRX)induces the bonding of interface,accompanying by intense dislocation movement and creation of many low-angle grain boundaries.In the interfacial bonding area,grain orientation is random with relatively low texture density(5.0 mud)owing to CDRX. 展开更多
关键词 Embedded linear friction welding Plastic flow Interfacial bonding behavior Numerical simulation Thermo-physical simulation Temperature field Dynamic recrystallization
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Differential bonding behaviors of sodium/potassium-ion storage in sawdust waste carbon derivatives 被引量:1
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作者 Jun-Ming Cao Kai-Yang Zhang +2 位作者 Jia-Lin Yang Zhen-Yi Gu Xing-Long Wu 《Chinese Chemical Letters》 SCIE CAS CSCD 2024年第4期496-501,共6页
Sodium-ion batteries(SIBs) and potassium-ion batteries(PIBs) are the most promising alternatives to lithium-ion batteries, and thus have drawn intensive research attention. Porous carbon materials from different precu... Sodium-ion batteries(SIBs) and potassium-ion batteries(PIBs) are the most promising alternatives to lithium-ion batteries, and thus have drawn intensive research attention. Porous carbon materials from different precursors have been widely used as anode materials owing to their compatible storage effectiveness of both larger radii sodium and potassium ions. However, the differential bonding behaviors of Na and K ions with porous carbon-based anode are the significant one worth investigating, which could provide a clean picture of alkali ions storage mechanism. Therefore, in this work, we prepare a porous carbon network derived from sawdust(SDC) wastes, to further analyze the differences on sodium and potassium ions storage behaviors in terms of bond-forming process. It is found that, as-prepared SDC anodes could deliver stable sodium and potassium storage capacities, however, there are notable distinctions in terms of electrochemical behaviors and diffusion processes. By virtue of ex-situ XRD and Raman spectroscopy, the phase transition reaction of potassium ions could be well-observed, and the results shows that the multiple intercalated compounds was formed in SDC network during ions insertion, further resulting in slower diffusion kinetics and larger resistance compared to non-bonded process of sodium ions storage. This study provides more insights into the differences between sodium and potassium ions storage, as well as the energy storage mechanism of porous carbon as anodes for secondary batteries. 展开更多
关键词 Porous carbon Sodium-ion storage Potassium-ion storage bonding behaviors Batteries
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Anisotropic Porous Ti6Al4V Alloys Fabricated by Diffusion Bonding:Adaption of Compressive Behavior to Cortical Bone Implant Applications 被引量:2
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作者 Fuping Li Jinshan Li +1 位作者 Hongchao Kou Lian Zhou 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2016年第9期937-943,共7页
In this work, porous Ti6Al4V alloys with 30%-70% porosity for biomedical applications were fabricated by diffusion bonding of alloy meshes. Pore structure was characterized by Micro-CT and SEM. Compressive behavior in... In this work, porous Ti6Al4V alloys with 30%-70% porosity for biomedical applications were fabricated by diffusion bonding of alloy meshes. Pore structure was characterized by Micro-CT and SEM. Compressive behavior in the out-of-plane direction and biocompatibility with cortical bone were studied. The results reveal that the fabricated porous Ti6Al4V alloys possess anisotropic structure with square pores in the in-plane direction and elongated pores in the out-of-plane direction. The average pore size of porous Ti6Al4V alloys with 30%-70% porosity is in the range of 240-360 Bin. By tailoring diffusion bonding temperature, aspect ratio of alloy meshes and porosity, porous Ti6Al4V alloys with different compressive properties can be obtained, for instance, Young's modulus and yield stress in the ranges of 4-40 GPa and 70-500 MPa, respectively. Yield stress of porous Ti6Al4V alloys fabricated by diffusion bonding is close to that of alloys fabricated by rapid prototyping, hut higher than that of fabricated by powder sintering and space-holder method. Diffusion bonding temperature has some effects on the yield stress of porous Ti6Al4V alloys, but has a minor effect on the Young's modulus. The relationship between compressive properties and relative density conforms well to the Gibson-Ashby model. The Young's modulus is linear with the aspect ratio, while the yield stress is linear with the square of aspect ratio of alloy meshes. Porous Ti6Al4V alloys with 60%-70% porosity have potential for cortical bone implant applications. 展开更多
关键词 Porous biomaterials Titanium alloys Diffusion bonding Compressive behavior Bioadaption
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Influence of layer orientation and interlayer bonding force on the mechanical behavior of shale under Brazilian test conditions 被引量:6
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作者 Jianming He Lekan Olatayo Afolagboye 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2018年第2期349-358,共10页
The mechanical behavior of inherently anisotropic shale rocks under Brazilian test conditions are investigated in this study based on experimental studies and numerical simulations. The effects of the weak lamination ... The mechanical behavior of inherently anisotropic shale rocks under Brazilian test conditions are investigated in this study based on experimental studies and numerical simulations. The effects of the weak lamination planes and interlayer bonding force of these layers on the failure strength and fracture patterns are studied systematically. Numerical simulations using particle flow code in two dimensions based on the discrete element method showed a good agreement with the experimental results in the failure strength and fracture patterns. The shale revealed strong anisotropic behavior with the failure strength perpendicular to the lamination plane greater than failure strength parallel to lamination plane. The failure strength of the different interlayer bonding force against the layer orientations changed significantly. Four types of fracture patterns were observed: curved fracture, broken-linear fracture, layeractivated fracture, and central-linear fracture. The observed fracture patterns are either or a combination of tensile and/or shear fractures. Increase in interlayer bonding strength decreased the quantity of micro cracks and this directly led to reduction in the anisotropic behavior. Overall the layer orientation and interlayer bonding force of the shale thus play a very important role in the anisotropic behavior of the shale. 展开更多
关键词 ANISOTROPY Interlayer bonding force Layer orientation Mechanical behavior SHALE
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Compressive Behavior of Steel Members Reinforced by Patch Plate with Welding and Bonding 被引量:1
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作者 Xiaoyang Liu Mikihito Hirohata 《Open Journal of Civil Engineering》 2018年第4期341-357,共17页
Repair and reinformcement of aged civil steel structures is one of the important issues for maintaining and using them for a long term. For repair and reinforcement of deteriorated civil steel structures due to fatigu... Repair and reinformcement of aged civil steel structures is one of the important issues for maintaining and using them for a long term. For repair and reinforcement of deteriorated civil steel structures due to fatigue and corrosion, patch plate reinforcement is widely applied. Bolting is generally used because of easy quality control and many construction achievements. However, bolting has downsides including holes made and weight increase. Welding is considered to overcome these demerits but in reality the application of welding is unsatisfactory due to the possibility of fatigue crack occurring from the welded part. In this study, a patch plate strengthening system of welded joint assisted with bonding has been proposed. The compressive behaviors of weld-bond jointed specimen were investigated by a series of experiments and FE analysis. It was confirmed that use of welding and bonding was effective to enhance compressive strength of specimen, due to better load-carrying capacity of patch plate compared with sole use of welding. 展开更多
关键词 WELDING bondING COMPRESSIVE behavior PATCH PLATE REINFORCEMENT
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HYDROGEN-BONDING INDUCED CHANGE OF CRYSTALLIZATION BEHAVIOR OF POLY(BUTYLENE SUCCINATE) IN ITS MIXTURES WITH BISPHENOL A
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作者 罗发亮 Fa-hai Luo +5 位作者 Qian Xing Xiu-qin Zhang Hong-qiao Jiao Min Yao Chun-tao Luo 王笃金 《Chinese Journal of Polymer Science》 SCIE CAS CSCD 2013年第12期1685-1696,共12页
In the present work, the blend of poly(butylene succinate) (PBS) and bisphenol A (BPA) was prepared by solution mixing, and the intermolecular interactions between the two components were characterized by a comb... In the present work, the blend of poly(butylene succinate) (PBS) and bisphenol A (BPA) was prepared by solution mixing, and the intermolecular interactions between the two components were characterized by a combination of nuclear magnetic resonance (NMR) and Fourier transform infrared spectroscopy (FTIR). The results showed that intermolecular hydrogen-bonding forms between the carbonyl group of PBS and phenol hydroxyl of BPA. With the increase of BPA content, more hydrogen bonds were formed. The effect of hydrogen bonding on the crystallization behavior of PBS was investigated by differential scanning calorimetry (DSC) and polarized optical microscopy (POM). The results showed that the overall isothermal crystallization kinetics and the spherulite growth rate of PBS decrease with the increase of BPA content, while the PBS spherulite size increases with BPA content. 展开更多
关键词 Poly(butylene succinate) Bisphenol A Hydrogen bonding Crystallization behavior.
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Reinforcement of Lignin-Based Phenol-Formaldehyde Adhesive with Nano-Crystalline Cellulose (NCC): Curing Behavior and Bonding Property of Plywood 被引量:1
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作者 Zhenbo Liu Yaolin Zhang +1 位作者 Xiangming Wang Denis Rodrigue 《Materials Sciences and Applications》 2015年第6期567-575,共9页
The curing behavior of lignin-based phenol-formaldehyde (LPF) resin with different contents of nano-crystalline cellulose (NCC) was studied by differential scanning calorimetry (DSC) at different heating rates (5, 10 ... The curing behavior of lignin-based phenol-formaldehyde (LPF) resin with different contents of nano-crystalline cellulose (NCC) was studied by differential scanning calorimetry (DSC) at different heating rates (5, 10 and 20&degC/min) and the bonding property was evaluated by the wet shear strength and wood failure of two-ply plywood panels after soaking in water (48 hours at room temperature and followed by 1-hour boiling). The test results indicated that the NCC content had little influence on the peak temperature, activation energy and the total heat of reaction of LPF resin at 5 and 10&degC/min. But at 20&degC/min, LPF0.00% (LPF resin without NCC) showed the highest total heat of reaction, while LPF0.25% (LPF resin containing 0.25% NCC content) and LPF0.50% (LPF resin containing 0.50% NCC content) gave the lowest value. The wet shear strength was affected by the NCC content to a certain extent. With regard to the results of one-way analysis of variance, the bonding quality could be improved by NCC and the optimum NCC content ranged from 0.25% to 0.50%. The wood failure was also affected by the NCC content, but the trend with respect to NCC content was not clear. 展开更多
关键词 Lignin-Based Phenol-Formaldehyde Resin (LPF) NANO-CRYSTALLINE CELLULOSE (NCC) Curing behavior bonding Properties PLYWOOD
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Cyclic Corrosion Behavior of Pt/Ru-Modified Bond Coatings Exposed to NaCl Plus Water Vapor at 1050℃ 被引量:1
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作者 Yingxue Song H. Murakami Chungen Zhou 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2010年第3期217-222,共6页
In the present investigation,Pt/Ru-modified bond coating consisted of 2 μm Pt+2 μm Ru was deposited on a nickel-based superalloy by electroplating method and followed by conventional Al pack cementation.The cyclic ... In the present investigation,Pt/Ru-modified bond coating consisted of 2 μm Pt+2 μm Ru was deposited on a nickel-based superalloy by electroplating method and followed by conventional Al pack cementation.The cyclic corrosion behavior of Pt/Ru-modified bond coating exposed to NaCl plus water vapor has been investigated under atmospheric pressure at 1050℃.The result shows that the cyclic corrosion life of Pt/Ru-modified bond coating is longer than that of the conventional Pt-modified aluminide coating in the presence of NaCl plus water vapor.The addition of Ru makes the coating possess the increased strength and suppress the rumpling behavior.The absence of rumpling may be responsible for the improved corrosion resistance of Pt/Ru-modified aluminide coating. 展开更多
关键词 Pt/Ru-modified bond coating Nickel-based superalloy NaCl plus water vapor Cyclic corrosion behavior
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不同表面形式CFRP筋与混凝土间黏结性能研究
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作者 欧阳霖泽 宋晓滨 +2 位作者 尹从儒 肖绪文 亓立刚 《土木工程学报》 北大核心 2026年第3期47-58,共12页
为研究不同表面形式CFRP筋与混凝土的黏结性能与破坏机理,制作7组共21个尺寸为150 mm×150 mm×150 mm的中心拉拔试件,对4种不同表面形式的CFRP筋(粗纤维缠绕筋、细纤维缠绕筋、压纹筋、碳绞线)与混凝土的黏结性能进行试验研究... 为研究不同表面形式CFRP筋与混凝土的黏结性能与破坏机理,制作7组共21个尺寸为150 mm×150 mm×150 mm的中心拉拔试件,对4种不同表面形式的CFRP筋(粗纤维缠绕筋、细纤维缠绕筋、压纹筋、碳绞线)与混凝土的黏结性能进行试验研究。通过分析黏结界面破坏情况与黏结滑移曲线,评估不同表面形式CFRP筋与混凝土的黏结性能,并揭示其黏结破坏机理。结果表明:试件的破坏模式分为劈裂破坏与拔出破坏。CFRP筋存在3种不同的黏结破坏界面:压纹筋与碳绞线为混凝土-筋界面,细纤维缠绕筋为纤维肋-筋界面,粗纤维缠绕筋为表面胶层-内部碳芯界面。碳绞线与混凝土黏结力的主要组成成分为摩擦力,而另外3种表面形式筋为机械咬合力。黏结性能由强到弱依次为压纹筋、粗纤维缠绕筋、细纤维缠绕筋、碳绞线,压纹筋的黏结强度约为碳绞线的5倍。 展开更多
关键词 CFRP筋 黏结性能 表面形式 黏结机理 黏结滑移
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锈蚀钢筋与混凝土黏结性能及本构模型研究综述
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作者 张艺博 郑山锁 《建筑结构》 北大核心 2026年第2期30-42,共13页
钢筋与混凝土间良好的黏结性能是结构构件正常使用的前提,而钢筋锈蚀会影响界面黏结性能。从试验研究、本构模型和数值模拟三个方面综述了锈蚀钢筋混凝土(RC)黏结性能的研究现状。总结了单调和往复荷载作用下锈蚀RC黏结性能演化规律以... 钢筋与混凝土间良好的黏结性能是结构构件正常使用的前提,而钢筋锈蚀会影响界面黏结性能。从试验研究、本构模型和数值模拟三个方面综述了锈蚀钢筋混凝土(RC)黏结性能的研究现状。总结了单调和往复荷载作用下锈蚀RC黏结性能演化规律以及黏结强度计算模型;介绍了单调和往复黏结滑移模型的建立与关键参数的标定以及考虑黏结滑移效应的数值模拟方法;给出了现有黏结性能研究的不足与进一步研究建议。结果表明:对锈蚀钢筋黏结强度劣化规律、单调荷载下锈蚀黏结滑移本构、黏结滑移本构的数值模拟应用等方面研究较为充分。然而,准确预测不同环境、不同参数下锈蚀钢筋与混凝土黏结性能时变演化规律仍面临挑战。未来需进一步研究基于锈胀裂缝宽度的黏结强度预测模型、单调荷载下归一化锈蚀黏结滑移本构、往复荷载下锈蚀RC黏结性能演化规律和黏结滞回本构,以及考虑锈蚀与黏结滑移的宏观模拟方法。 展开更多
关键词 锈蚀钢筋 钢筋混凝土 黏结性能 本构模型 数值模拟
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隧道洞渣高强混凝土与钢筋黏结滑移特性及本构模型
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作者 方煜昕 王肖 +3 位作者 李旺旺 董亮 梁策 方兴 《铁道建筑》 北大核心 2026年第2期123-130,共8页
基于隧道洞渣高强混凝土与钢筋的中心拉拔试验,本文研究了不同钢筋直径和箍筋配置工况下试件的黏结滑移特性和破坏模式,建立精细化有限元模型,揭示了拉拔全过程钢筋和混凝土的应力分布规律,并提出了适用于隧道洞渣高强混凝土的钢筋黏结... 基于隧道洞渣高强混凝土与钢筋的中心拉拔试验,本文研究了不同钢筋直径和箍筋配置工况下试件的黏结滑移特性和破坏模式,建立精细化有限元模型,揭示了拉拔全过程钢筋和混凝土的应力分布规律,并提出了适用于隧道洞渣高强混凝土的钢筋黏结滑移本构模型。在此基础上,进一步分析了钢筋锚固长度、直径等因素对黏结滑移特性的影响。结果表明:试件的破坏模式包括钢筋拔出破坏和混凝土劈裂钢筋拔出破坏;随着钢筋直径增加,抗拉拔承载力增大,黏结强度增大;锚固长度增大导致黏结强度降低,并减弱其他因素对黏结性能的提升作用;锚固长度对黏结性能的影响明显高于钢筋直径;配置箍筋有助于控制混凝土裂缝发展,但对黏结滑移特性影响较小。所建立的本构模型与试验结果吻合良好,可为工程设计和有限元分析提供参考。 展开更多
关键词 隧道洞渣高强混凝土 黏结滑移 本构模型 有限元分析 锚固长度 箍筋
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基于混凝土3D细观模型的FRP-混凝土黏结界面动态剪切行为研究
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作者 吴昊 芦思羽 陈德 《工程力学》 北大核心 2026年第2期194-208,共15页
开展纤维增强复合材料(FRP)-混凝土黏结界面动态剪切行为研究对FRP外贴加固混凝土构件抗冲击性能评估与设计具有重要意义。提出了基于混凝土3D细观模型和胶层零厚度内聚力单元的FRP-混凝土黏结界面动态剪切行为精细化数值模拟方法,并通... 开展纤维增强复合材料(FRP)-混凝土黏结界面动态剪切行为研究对FRP外贴加固混凝土构件抗冲击性能评估与设计具有重要意义。提出了基于混凝土3D细观模型和胶层零厚度内聚力单元的FRP-混凝土黏结界面动态剪切行为精细化数值模拟方法,并通过对比动态单剪试验和改进的缺口梁冲击试验中黏结界面的破坏模式和剪应力-剪切滑移关系以及FRP应变时程得到验证,重现了高加载速率下由于骨料和砂浆应变率增强效应导致的失效界面由混凝土层向胶层转移的试验现象。进一步通过分析骨料体积率、骨料类型和砂浆强度对黏结界面动态抗剪性能的影响,得出脱黏荷载和界面峰值剪应力均随骨料体积率和砂浆强度的增大而增大,而骨料类型影响较小。通过与FRP加固RC梁的落锤冲击试验中冲击力和梁跨中挠度时程及其破坏模式对比,表明由于考虑了混凝土材料的非均质性,细观模型较宏观模型能更准确地重现FRP脱黏破坏、混凝土保护层脱落和RC梁裂缝分布特征,从而证明了该文方法在FRP加固RC梁抗冲击分析中的适用性。 展开更多
关键词 混凝土3D细观模型 FRP-混凝土黏结界面 动态剪切行为 应变率 破坏模式
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Experimental study about the influence of adhesive stiffness to the bonding strengths of adhesives for ceramic/metal targets 被引量:4
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作者 W.SEIFERT E.STRASSBURGER +1 位作者 S.GREFEN S.SCHAARE 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2016年第2期188-200,共13页
The aim of the investigations presented here was to understand how the stiffness of the adhesive affects the failure of ceramic tiles adhered to metallic backings. The working hypothesis was that varying the adhesive ... The aim of the investigations presented here was to understand how the stiffness of the adhesive affects the failure of ceramic tiles adhered to metallic backings. The working hypothesis was that varying the adhesive stiffness could have the same effect on the ballistic performance as a variation of the adhesive thickness.Two different projectile/target combinations were utilized for ballistic tests in order to generate extremely different loading conditions. With targets consisting of 6 mm aluminum oxide ceramic and 6 mm aluminum backing, complete penetration occurred in each test with 7.62 mm tungsten carbide core AP ammunition at an impact velocity of 940 m/s. In contrast, with ceramic tiles of 20 mm thickness on 13 mm steel backing,no penetration of the ceramic occurred at the impact of a 7.62 mm ball round at 840 m/s.Four different types of adhesive(high-strength till high-flexible) were tested in both configurations. The elongation of the adhesive layer, the deformation of the metallic backing and the failure of the ceramics were observed by means of a high-speed camera during the projectile/target interaction.The results of the ballistic tests showed that a higher fracture strain caused a larger deformation of the backing compared to adhesives, which exhibit a high tensile strength and low fracture strains.The experimental results indicate that the damage behavior of the ceramic/metal composites depends on the absolute elongation of the adhesive layer. This can be controlled either by the thickness or the stiffness of the bonding layer. 展开更多
关键词 氧化物陶瓷 粘结层 金属靶 刚度 强度影响 实验 陶瓷/金属复合材料 粘接
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A New Co(Ⅱ) Coordination Polymer Based on a Flexible 1,4-Cyclohexanedicarboxylic Acid: Synthesis, Structure and Thermal Behavior 被引量:2
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作者 WANG Xiu-Yan LI Cong +3 位作者 ZOU Chun-Kai KAN Ruo-Fei ZHANG Xiao-Xu XU Zhan-Lin 《Chinese Journal of Structural Chemistry》 SCIE CAS CSCD 2019年第12期2155-2160,共6页
A new Co(Ⅱ) coordination polymer, [Co(1,4-chdc)(L)(H2O)]n(1), was synthesized under hydrothermal condition(1,4-H2chdc = 1,4-cyclohexanedicarboxylic acid, L = 2-(4-fluoro-phenyl)-1 H-imidazo[4,5-f][1,10]p... A new Co(Ⅱ) coordination polymer, [Co(1,4-chdc)(L)(H2O)]n(1), was synthesized under hydrothermal condition(1,4-H2chdc = 1,4-cyclohexanedicarboxylic acid, L = 2-(4-fluoro-phenyl)-1 H-imidazo[4,5-f][1,10]phenanthroline). Its crystal structure was determined by single-crystal X-ray diffraction. 1 crystallizes in triclinic, space group P1 with a = 8.790(5), b = 10.486(5), c = 13.305(5) ?, α = 87.391(5), β = 82.925(5), γ = 81.841(5)o, V = 1204.2(10) ?3, Z = 2, C27H23FN4O5Co, Mr = 561.42, Dc = 1.548 g/cm3, F(000) = 578, μ(Mo Ka) = 0.769 mm-1, R = 0.0415 and wR = 0.1043. In 1, each 1,4-chdc anion bridges two neighboring Co(Ⅱ) atoms to give a chain structure. The L ligands are attached on one side of the chain through chelating the Co(Ⅱ) atoms, and are stacked with those of an adjacent chain through π-π interactions, yielding a double-chain structure. The double-chain structures are linked into a supramolecular layer structure through N–H···O hydrogen-bonding interactions between the adjacent double-chain structures. Moreover, the thermal behavior of 1 was also studied. 展开更多
关键词 cobalt coordination polymer 1 4-cyclohexanedicarboxylic acid π-πinteractions hydrogen bond thermal behavior
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Research on the fracture behavior of PBX under static tension 被引量:11
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作者 Hu GUO Jing-run LUO +1 位作者 Ping-an SHI Jian-guo XU 《Defence Technology(防务技术)》 SCIE EI CAS 2014年第2期154-160,共7页
The fracture behavior of polymer-bonded explosive(PBX) seriously affects the safety and reliability of weapon system.The effects of interface debonding and initial meso-damage on the fracture behavior of PBX under qua... The fracture behavior of polymer-bonded explosive(PBX) seriously affects the safety and reliability of weapon system.The effects of interface debonding and initial meso-damage on the fracture behavior of PBX under quasi-static tension are studied using numerical method.A twodimensional representative volume element(RVE) is established based on Voronoi model in which the component contents could be regulated and the particles are randomly distributed.A nonlinear damage model of polymer matrix relative to matrix depth between particles is constructed.The results show that the simulated strain-stress relation is coincident with experiment data.It is found that interface debonding leads to the nucleation and propagation of meso-cracks,and a main crack approximately perpendicular to the loading direction is generated finally.The interface debonding tends to occur in the interface perpendicular to the loading direction.There seems to be a phenomenon that strain softening and hardening alternatively appear around peak stress of stress and strain curve.It is shown that the initial damages of intragranular and interfacial cracks both decrease the modulus and failure stress,and the main crack tends to propagate toward the initial meso-cracks. 展开更多
关键词 拉伸断裂行为 PBX 准静态 界面裂纹 损伤模型 峰值应力 裂纹传播 武器系统
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Fracture Characteristics of Frit Bonding through In-Situ Nano-Indentation Testing
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作者 Won Je Jo Hee-Jun Ahn +1 位作者 Jong Hyoung Kim Dongil Kwon 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2016年第11期1204-1210,共7页
Because frit bonding material is brittle, sudden impacts such as dropping may damage the bonding significantly. Strain-rate-controlled in-situ nano-indentation testing, which can determine localized material propertie... Because frit bonding material is brittle, sudden impacts such as dropping may damage the bonding significantly. Strain-rate-controlled in-situ nano-indentation testing, which can determine localized material properties, was carried out on the frit-bonded specimen, especially on the frit bonding matrix and the filler. The results were compared with the drop-impact fracture behavior to understand the fracture characteristics. Mechanical properties at static condition or low strain rate did not show proper relationship with the fracture tendency of the drop tested result of the frit bonding. From the relationship between fracture toughness and the ratio of modulus/hardness, fracture characteristics at the drop impact situation could be estimated by the values at the high strain rate nano-indentation. The ratio between modulus and hardness on frit matrix showed close relationship with drop impact fracture. Though crack propagation path deflected at filler interface, filler property gave less influence on fracture tendency of drop impact fracture due to its small volume fraction. The properties of frit matrix were crucial to the fracture characteristics of the frit bonding. 展开更多
关键词 NANOINDENTATION bondING Fracture behavior
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Comparisons of interface microstructure and mechanical behavior between Ti/Al and Ti-6Al-4V/Al bimetallic composites 被引量:3
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作者 Xin-yu Nie Kang-ning Zhao +3 位作者 Hong-xiang Li Qiang Du Ji-shan Zhang Lin-zhong Zhuang 《China Foundry》 SCIE CAS 2015年第1期1-8,共8页
The microstructure, interface thickness, element distribution and interfacial mechanical behavior of Ti-6Al-4V/Al couples prepared by an insert moulding method were investigated in depth in this paper. Moreover, Ti/Al... The microstructure, interface thickness, element distribution and interfacial mechanical behavior of Ti-6Al-4V/Al couples prepared by an insert moulding method were investigated in depth in this paper. Moreover, Ti/Al bonding was also given as a comparison for understanding the interface bonding mechanism. It is shown that there is much thinner compact sub-layer for the interface of the Ti-6Al-4V/Al joint, whose morphology is obviously different from that of the Ti/Al joint. The Ti-6Al-4V/Al interface has been proven to contain a slight content of vanadium. Moreover, both the shear strength and the interface reaction rate of Ti-6Al-4V/Al compound materials are lower than those of the Ti/Al ones. 展开更多
关键词 interface bonding insert moulding ALUMINUM TITANIUM intermetallic compounds mechanical behavior
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