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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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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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开槽外贴CFRP布-混凝土界面的黏结性能 被引量:2
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作者 高婧 韩泽鸿 +1 位作者 宋怀辉 TERRASI Giovanni 《长安大学学报(自然科学版)》 北大核心 2025年第2期85-95,共11页
为研究混凝土开槽后在凹槽区域外贴碳纤维增强聚合物(CFRP)材料的界面黏结性能,以开槽宽度和深度、混凝土强度等级为主要参数,进行16组开槽外贴CFRP布混凝土试件单剪试验,设置4组未开槽混凝土表面外贴CFRP布试件为对照组;通过分析试验荷... 为研究混凝土开槽后在凹槽区域外贴碳纤维增强聚合物(CFRP)材料的界面黏结性能,以开槽宽度和深度、混凝土强度等级为主要参数,进行16组开槽外贴CFRP布混凝土试件单剪试验,设置4组未开槽混凝土表面外贴CFRP布试件为对照组;通过分析试验荷载-位移曲线、应力分布特点及试件破坏现象,探究试件的极限荷载、黏结强度、最大剪应力、最大滑移量等参数的变化趋势,讨论开槽尺寸和加固方法对试件破坏模式的影响,分析试件的破坏原因及机理;基于试验数据拟合结果建立混凝土开槽外贴CFRP布试件的黏结-滑移模型及最大剪应力计算模型,并将最大剪应力预测结果与文献数据进行对比。研究结果表明:相比于未开槽的加固方法,开槽外贴CFRP布的加固方法能够有效提高混凝土试件黏结界面的极限荷载,试件的破坏模式主要表现为黏结破坏、CFRP布断裂破坏和复合破坏;采用开槽外贴加固(EBROG)方法的试件在凹槽处黏结界面的最大剪应力和峰值滑移随凹槽尺寸的增大而提高,且存在最佳凹槽宽度和深度的组合;提出的最大剪应力计算模型的预测结果与现有文献试验结果的误差在16%之内,该模型可用于预测开槽区域最大剪应力。 展开更多
关键词 桥梁工程 复合材料 黏结性能 开槽外贴加固 CFRP 开槽尺寸
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Effect of bonding process on the properties of isotropic epoxy resin-bonded Nd-Fe-B magnets 被引量:3
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作者 ZHANG Xiuhai XIONG Weihao 《Rare Metals》 SCIE EI CAS CSCD 2009年第3期248-252,共5页
Bonded NdFeB magnets were prepared by compression molding. The effect of preparation technology on their magnetic and mechanical properties was studied through the analysis of density, Br, Hcj, (BH)max, bending stre... Bonded NdFeB magnets were prepared by compression molding. The effect of preparation technology on their magnetic and mechanical properties was studied through the analysis of density, Br, Hcj, (BH)max, bending strength, and compressive strength of the bonded magnets. The results showed that the magnetic properties decreased with increasing binder content, whereas the mechanical properties increased. Br and (BH)max increased with rising pressure, whereas Hcj decreased. For a fixed mass fraction of the binder, the optimal pressure was 620 MPa and the best thermosetting temperature was 160°C. These conditions made the bonded magnets have the optimal mechanical properties. Scanning electron microscopy (SEM) analyses of the fracture surfaces indicated that the epoxy resin bonded magnets exhibited brittle behavior. 展开更多
关键词 Nd-Fe-B bonded magnets magnetic properties mechanical properties brittle behavior epoxy resin
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含粗骨料超高性能混凝土与钢筋黏结性能研究 被引量:2
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作者 黄远 吴仁迪 《湖南大学学报(自然科学版)》 北大核心 2025年第3期170-179,共10页
在超高性能混凝土(UHPC)中加入粗骨料可以有效地解决UHPC自身收缩大、成本高等问题.为了研究弯曲应力状态下含粗骨料超高性能混凝土(UHPC-CA)与钢筋的黏结性能,对12根UHPC-CA搭接梁式试件进行4点弯曲加载试验,并采用钢筋开槽粘贴应变片... 在超高性能混凝土(UHPC)中加入粗骨料可以有效地解决UHPC自身收缩大、成本高等问题.为了研究弯曲应力状态下含粗骨料超高性能混凝土(UHPC-CA)与钢筋的黏结性能,对12根UHPC-CA搭接梁式试件进行4点弯曲加载试验,并采用钢筋开槽粘贴应变片的方式测量了沿搭接钢筋长度方向黏结应力,研究其分布规律.主要研究参数包括粗骨料粒径、粗骨料含量、搭接长度以及保护层厚度.试验结果表明,试件破坏以劈裂破坏为主.粗骨料对钢筋的黏结性能具有双重影响,一方面,骨料与钢筋的互锁机制能增强机械咬合力,提升黏结强度;另一方面,骨料的加入会增加材料的不均匀程度,对黏结性能产生不利影响.5~10 mm粒径的骨料对黏结性能的影响比10~15 mm粒径的骨料更显著,当骨料含量达到800 kg/m^(3)时,钢筋黏结应力沿搭接长度方向的分布变得更均匀.增大钢筋搭接长度和增加混凝土保护层厚度均能增强对黏结强度的保持作用,从而提高试件的峰后黏结强度.提出了考虑粗骨料特征参数的UHPC-CA劈裂黏结强度计算表达式,计算结果与试验结果吻合良好. 展开更多
关键词 超高性能混凝土 粗骨料 黏结性能 梁式试验 搭接
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Universal Behavior of Nuclear Fragmentation
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作者 Zheng, Yuming Richert, Jean Wagner, Pierre 《Chinese journal of nuclear physics》 EI 1995年第3期215-220,共6页
We use the bond percolation model to study the multifragrnentation of<sup>197</sup>Au projectiles interact-ing with Cu target at a bombarding energy of 600 MeV/u.The charge observables and some of their di... We use the bond percolation model to study the multifragrnentation of<sup>197</sup>Au projectiles interact-ing with Cu target at a bombarding energy of 600 MeV/u.The charge observables and some of their dif-ferential distributions are analyzed.The theoretical results agree well with the experimental data ofALADIN collaboration.This indicates that the percolation model can describe reasonably the universal be-havior of nuclear fragmentation in nucleus-nucleus collisions. 展开更多
关键词 Nuclear FRAGMENTATION UNIVERSAL behavior bond PERCOLATION model Heavy ion COLLISION
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