Internal Force Distribution in Steel-Concrete Composite Structure for Pylon of Cable-Stayed Bridge

Adopting a steel-anchor beam and steel corbel composite structure in the anchor zone on pylon is one of the key techniques for the design of Jintang bridge, a cable-stayed bridge in Zhoushan, China. In order to ensure the safety of the steel-concrete composite structure, a stud connector model for the joint section was put forward. Experiments were conducted to obtain the relation between load and slip of specimen, the failure pattern of stud connector, the yield bearing capacity and ultimate bearing capacity of a single stud, etc. The whole process of the structural behavior of the specimen was comprehensively analyzed. The features of the internal force distribution in the steel-concrete composite structure and the strain distribution of stud connector under different loads were emphatically studied. The test results show that the stud connector is applicable for the steel-concrete composite structure for pylon of Jintang bridge. The stud has a good ductility performance and a obvious yield process before its destruction. The stud connector basically works in a state of elasticity under a load less than the yield load.

Influence of Weave Structures on the Tribological Properties of Hybrid Kevlar/PTFE Fabric Composites

The existing research of the woven fabric self-lubricating liner mainly focus on the tribological performance improvements and the service life raised by changing different fiber type combinations, adding additive modification, and performing fiber surface modification. As fabric composites, the weave structures play an important role in the mechanical and tribological performances of the liners. However, hardly any literature is available on the friction and wear behavior of such composites with different weave structures. In this paper, three weave structures （plain, twill 1/3 and satin 8/5） of hybrid Kevlar/PTFE fabric composites are selected and pin-on-flat linear reciprocating wear studies are done on a CETR tester under different pressures and different frequencies. The relationship between the tensile strength and the wear performance are studied. The morphologies of the worn surfaces under the typical test conditions are analyzed by means of scanning electron microscopy （SEM）. The analysis results show that at 10 MPa, satin 8/5 performs the best in friction-reduction and antiwear performance, and plain is the worst. At 30 MPa, however, the antiwear performance is reversed and satin 8/5 does not even complete the 2 h wear test at 16 Hz. There is no clear evidence proving that the tensile strength has an influence on the wear performance. So the different tribological performance of the three weave structures of fabric composites may be attributed to the different PTFE proportions in the fabric surface and the different wear mechanisms. The fabric composites are divided into three regions： the lubrication region, the reinforced region and the bonding region. The major mechanisms are fatigue wear and the shear effects of the friction force in the lubrication region. In the reinforced region fiber-matrix de-bonding and fiber breakage are involved. The proposed research proposes a regional wear model and further indicates the wear process and the wear mechanism of fabric composites.

Influence of Fabric Geometrical Structure on Bonding of the Fabric Reinforced Cement Composites

Influence of fabric geometrical parameters,including the number of filling yarns per 10 cm,yarn twist and fiber type,on bonding of the fabric reinforced cement composites is studied by fabric pull-out test and SEM microstructure analysis.The results show that the bonding strength increase with the increase of the number of filling yarns per 10 cm in the range of this study.But the influence of fabric count on the interfacial bonding is dual and there is a critical value.The twist of yarns has a little effect on the bonding strength and interfacial bonding behaves of nylon fabric reinforced cement composites.There is an optimum twist range.Within this range,the bonding strength increase slowly with the increase of yarn twist.Beyond this range,it is versus.The bonding strength is strongly affected by the fabric character.The bonding between the nylon fiber fabric and cement is good;that of between glass fiber fabric and cement is moderate and that of between the carbon fiber fabric and cement is poor.

Effect of PLA Knitted Structure on the Mechanical Properties of Composite Vascular Scaffold

A new entire biodegradable scaffold has been developed which does not require precelluiarization before transplantation. This new kind of vascular scaffold prototype made from porous poly- e-caprolactone （PCL） membrane to provide three-dimensional environment for cell growth, and embedded with weft-knitted polylactic acid （PLA） fabric to support mechanics. The aim of this paper is to study the variation tendency of mechanical properties with the fabric spacing changing. The basic geometrical parameters were measured to characterize properties of the samples. The tensile and compressive elastic recovery of the samples were tested by the universal mechanical tester and radial compression apparatus, respectively. Both tensile and compressive properties enhanced when reducing the fabric spacing of the composite vascular scaffold.

Static behavior of semi-rigid thin-walled steel-concrete composite beam-to-column joints with bolted partial-depth flush end plate:experimental study

A new type of semi-rigid thin-walled steel-concrete composite beam-to-column joint has been proposed in this paper.Five semi-rigid composite beam-to-column joint specimens subjected to hogging moments under monotonic loading were tested to study the static behavior of this new type of joint.The main variable parameters for the five joint specimens were the longitudinal reinforcement ratio and the joint type.The experimental results designated that the magnitude of extension of the longitudinal reinforcement is the most important factor that influenced the moment-rotation characteristic of the new type of joint.The concrete slabs could resist 3.8%-19.1% of the total shear load applied to the cross-sections near the beam-to-column connection.The edge stiffened elements,such as the flange of the lipped I-section thin-walled steel beam,were capable of having considerable inelastic deformation capacity although they had comparatively large width-to-thickness ratios.The shear failure of the concrete cantilever edge strip must be taken into account in practical design because it has significant influence on the anchorage of the longitudinal reinforcement in the new type of external joints.

Flexural stiffness characterization of the corrugated steel-concrete composite structure for tunnel projects

Corrugated steel–concrete(CSC)composite structures are increasingly used in tunnel and culvert projects due to their good mechanical properties.The design of CSC composite structures is often governed by deflection limits in service,hence it becomes crucial to evaluate accurately their flexural stiffness.In this work,the deflection deformation mechanism of CSC composite structure is studied by experimental and numerical methods,and a simplified formula for calculating the flexural stiffness is established.In addition,the deflection results obtained by different methods are compared and analyzed.It is found that:(1)the flexural stiffness of the CSC composite structure is constant only when the load is small,and after the bending moment exceeds a certain value,the flexural stiffness will gradually become smaller as the bending moment increases.(2)The value of the bending moment corresponding to the end of the elastic stage of the bending moment-deflection curve increases with the increase of the axial force in the composite structure.(3)As the axial force of the composite structure increases,the flexural bearing capacity of the structure increases first and then decreases.

On the Representation of Multi-layer Woven Structure

A quantitative method is developed to identify the structures of multi-layer woven fabric in this study. Six structural parameters are selected to represent the fabric structure. With some design criteria for the reinforcement of textile composites, the relationships among the structural parameters are derived for different binding patterns of the fabric structure. The conditions, which meet the requirements of structural cell stability,are also discussed.

Research review on steel–concrete composite joint of railway hybrid girder cable-stayed bridges

Purpose–This study aims to research the development trend,research status,research results and existing problems of the steel–concrete composite joint of railway long-span hybrid girder cable-stayed bridge.Design/methodology/approach–Based on the investigation and analysis of the development history,structure form,structural parameters,stress characteristics,shear connector stress state,force transmission mechanism,and fatigue performance,aiming at the steel–concrete composite joint of railway long-span hybrid girder cable-stayed bridge,the development trend,research status,research results and existing problems are expounded.Findings–The shear-compression composite joint has become the main form in practice,featuring shortened length and simplified structure.The length of composite joints between 1.5 and 3.0 m has no significant effect on the stress and force transmission laws of the main girder.The reasonable thickness of the bearing plate is 40–70 mm.The calculation theory and simplified calculation formula of the overall bearing capacity,the nonuniformity and distribution laws of the shear connector,the force transferring ratio of steel and concrete components,the fatigue failure mechanism and structural parameters effects are the focus of the research study.Originality/value–This study puts forward some suggestions and prospects for the structural design and theoretical research of the steel–concrete composite joint of railway long-span hybrid girder cable-stayed bridge.

机织角联锁变密度复合材料的面外压缩力学特性

为研究变密度结构设计对三维机织角联锁复合材料面外力学性能的影响,设计制备了三维机织角联锁不变密度复合材料、三维机织角联锁经纱变密度复合材料和三维机织角联锁纬纱变密度复合材料。结合扫描电子显微镜、数字图像相关技术和X射线计算机断层扫描等检测技术,对角联锁变密度复合材料的面外压缩力学行为、内部损伤量化和渐进损伤等进行了测试与表征。研究结果表明:上疏下密角联锁纬纱变密度复合材料展现出优异的压缩性能,其压缩比强度比不变密度复合材料高3.40%;同时,上疏下密角联锁纬纱变密度复合材料损伤体积仅为11.64 mm 3,远低于不变密度复合材料的26.90 mm 3。进一步分析得到,不变密度复合材料压缩破坏以剪切失效为主,而上疏下密角联锁纬纱变密度复合材料则为基体开裂。

海水老化下类填充微穿孔板结构水下吸声材料的性能及其寿命预测

针对现阶段潜艇用水下吸声材料的低厚度强低频吸声的性能诉求,基于三维间隔织物,将兼具多孔和共振吸声特性的类填充微穿孔板(F-MPPL)结构引入常规空心微珠填充水下吸声材料(HBF复合材料)中,设计出新型三相复合水下吸声材料(F-MPPL复合材料)。鉴于海中复杂环境对水下吸声材料声学性能的影响,采用人工海水浸泡的方法对F-MPPL复合材料进行海水老化,结果发现老化12个月后的F-MPPL复合材料平均吸声系数下降了13.6%。同时,基于海水老化下孔隙率和穿孔率的变化对最终宏观模型仿真结果的影响,对F-MPPL复合材料的水下吸声性能寿命进行预测发现,模型可准确预测材料吸声峰值的位置,但对材料吸声系数峰值的大小预测稍有偏差。研究结果可为各类水下吸声材料的吸声性能老化研究提供实践经验,并为F-MPPL结构在海水老化下的长期寿命预测及性能优化提供理论参考。

Parametric study on contact sensors for MASW measurement-based interfacial debonding detection for SCCS

Steel-concrete composite structures(SCCS)have been widely used as primary load-bearing components in large-scale civil infrastructures.As the basis of the co-working ability of steel plate and concrete,the bonding status plays an essential role in guaranteeing the structural performance of SCCS.Accordingly,efficient non-destructive testing(NDT)on interfacial debondings in SCCS has become a prominent research area.Multi-channel analysis of surface waves(MASW)has been validated as an effective NDT technique for interfacial debonding detection for SCCS.However,the feasibility of MASW must be validated using experimental measurements.This study establishes a high-frequency data synchronous acquisition system with 32 channels to perform comparative verification experiments in depth.First,the current sensing approaches for high-frequency vibration and stress waves are summarized.Secondly,three types of contact sensors,namely,piezoelectric lead-zirconate-titanate(PZT)patches,accelerometers,and ultrasonic transducers,are selected for MASW measurement.Then,the selection and optimization of the force hammer head are performed.Comparative experiments are carried out for the optimal selection of ultrasonic transducers,PZT patches,and accelerometers for MASW measurement.In addition,the influence of different pasting methods on the output signal of the sensor array is discussed.Experimental results indicate that optimized PZT patches,acceleration sensors,and ultrasonic transducers can provide efficient data acquisition for MASW-based non-destructive experiments.The research findings in this study lay a solid foundation for analyzing the recognition accuracy of contact MASW measurement using different sensor arrays.

纬编针织物弹伸性成因及预估模型

根据纬编针织物结构与特点,分析织物受力后线圈部段转移的基本特征和弹伸性的成因,并就4大纬编基本组织的弹伸性构成进行描述。组织结构复合是产品设计的重要手段,为分析复合结构织物的弹伸性,提出以串联、并联及其复合模型来预测织物弹伸性的方法。以具体织物结构为例,使用串并联模型分析方法分析织物弹伸性,为预测各种纬编结构针织物的弹伸性提供可行方法与依据。

SiO_(2)/聚乙二醇200/碳纳米管剪切增稠液浸渍芳纶织物及其复合材料防刺性能

为优化高性能织物的防刺性能,采用SiO 2和不同长径比的多壁碳纳米管(MWCNTs)制备多相剪切增稠液(MSTFs),研究MWCNTs的长径比与添加量对剪切增稠液流变性能的影响及MSTFs芳纶复合织物的防刺性能。之后将MSTFs复合织物与碳化硅/聚氨酯(SiC/TPU)涂层织物叠层制备双层防刺复合材料,探究叠层顺序对层合复合材料抗穿刺性能的影响。结果得出:长径比较大的碳纳米管对提高剪切增稠液(STF)的增稠效果更优;随着碳纳米管含量的增加,剪切增稠效果逐渐增强。实验结果表明:MSTFs(0.4%MWCNTs-A)浸渍芳纶织物的最大穿刺载荷较纯STF浸渍芳纶织物提高154.33%;不同叠层结构中以剪切增稠液浸渍织物为面层、SiC/TPU涂层织物为背层的双层复合织物表现出更优的防刺性能。

一种新型装配式叠合板外附工具施工技术研究

近年来叠合楼板在装配式建筑中得到了广泛的应用,受限于预制层和现浇层当前施工工艺,导致叠合后楼板整体过厚,通过寻求一种叠合板外附工具技术与高效施工工艺有望解决此问题。采用外附型钢技术提高预制底板的刚度和承载能力,从而减小预制底板与现浇层的厚度,从技术原理、技术工艺两个角度上验证了其可行性,分析了该工艺的技术优劣势,包括经济效益、时间成本、社会效益、技术难点等。采用外附型钢技术提高预制底板的刚度和承载能力,保证其在施工与脱模阶段的受力从理论计算上是可行的。从技术工艺上,采用预制底板外附型钢技术,在工厂生产工艺上步骤有所增加,在堆场运输上增加了运输次数与运输风险,但是减少了施工阶段的工作量,总体工艺上是可行的。

部分包覆钢-混凝土组合结构设计方法及实践

介绍了一栋全预制装配式钢-混凝土组合结构多层办公楼的结构设计,主体结构采用了部分包覆钢-混凝土组合框架柱(PEC柱)与钢蜂窝梁组成的组合框架结构,楼板采用预制的局部叠合板。部分包覆钢-混凝土组合结构是一种性能优越的全装配式结构,体系新颖、性能良好、连接可靠、拼接方便、经济合理。PEC柱能充分发挥钢材和混凝土的优势,与纯钢结构相比,可以节省资金约30%,有良好的经济效益和社会效应。蜂窝梁通过实腹钢梁经二次加工组合而成,提高了刚度,在第一个孔周边加强后,能节约钢材用量20%以上,有良好的经济效益,且蜂窝孔洞中适宜设备管线穿越,可提高净空,便于设备管线安装、集成,实现设备管线与主体结构的脱离,符合装配式设备的要求。文章阐述了该结构体系特点、设计方法、注意事项等,可为国家相应标准的编制提供依据,也可为类似结构的设计提供参考。

装配式建筑钢混组合结构预制构件精准制作施工技术

为进一步保证装配式建筑中钢混组合结构的施工质量与效率,提出装配式建筑钢混组合结构预制构件精准制作施工技术,其核心内容主要体现在钢结构与预制混凝土构件的结合以及钢结构在预制构件中的预埋。在预制混凝土构件的制作过程中,将钢结构构件通过模具和一系列辅助工装架体完成在预制混凝土构件中的精准预埋,最终使得钢结构与混凝土完美结合,形成装配式钢混结构预制构件。从装配式钢结构外墙(带钢支撑)、带钢梁内墙板、密肋叠合板、钢构转角外挂板等出发,总结阐述装配式钢混结构预制构件的精准制作要点,极大地提高了装配式建筑行业的技术水平。

部分包覆钢-混凝土装配式框架-现浇钢筋混凝土核心筒结构应用研究分析

某建筑主体结构高度为172.4m,采用框架-核心筒结构体系。核心筒采用现浇钢筋混凝土结构,外框架进行了装配式钢筋混凝土框架、钢管混凝土柱钢梁框架、部分包覆钢-混凝土组合框架三种结构方案对比。部分包覆钢-混凝土组合框架采用钢管混凝土柱、部分包覆钢-混凝土框架梁、部分包覆钢-混凝土次梁、预应力混凝土叠合楼板。并对部分包覆钢-混凝土组合框架-核心筒进行了地震作用下动力弹塑性分析,考察此结构动力性能。

纤维增强水泥板一体化复合外墙体系施工技术

作为装配式钢结构建筑稳定发展的关键——装配式外墙体系,目前主要有3种类型:蒸压砂加气混凝土条板加保温装饰一体板、PC大板外墙和龙骨分层组装外墙,其中外挂墙板与主体结构间的连接节点要兼具安全性与同步变形的能力。针对装配式钢结构办公建筑外墙板施工技术展开研究,分析装配式钢结构建筑纤维增强水泥板一体化复合外墙条板,作为装配式钢结构办公建筑中外墙围护结构的安装工作难点,结合实际案例,提出纤维增强水泥板一体化复合外墙条板安装作业的标准化节点。

From low-dimensional materials to complex superstructures:A review and outlook

Low-dimensional materials have attracted increasing attention due to their guiding significance for material preparation and potential wide-ranging applications.Through the controllable synthesis and suitably designed fusion of lowdimensional materials into ordered complex superstructures,it has become an effective way to explore new properties of materials and construct structures meeting new application needs.Based on low-dimensional materials such as metal oxides,copolymers,metal-organic complexes,and organic crystals,great efforts have been devoted to the design and construction of complex superstructures with regular repeatability.A series of unique cases including multi-block,core/multi-shell,hyperbranched and network structures have been reported,which has promoted the development of the field of material preparation.Herein,we summarize representative progress of low-dimensional complex superstructures in a reasonable structure classification manner.Ultimately,the existing challenges are discussed,and an outlook is given for future study of precise construction of superstructures as well as exploitation of potential applications.

装配式钢结构超高复合硅钙板防火隔墙施工技术

为解决钢结构超高复合硅钙板防火隔墙施工技术的难题,本技术以BIM技术为辅助,首先合理划分防火板的接头,使得防火板的竖向接头原则上在竖向轻钢龙骨上,横向接头在横向轻钢龙骨上;以施工升降车为主要作业机具,先安装主龙骨,后安装次龙骨。通过在广药生物医药城白云基地物流项目(一期)等若干项目的应用表明:利用BIM技术实现了材料的最优下料,减少了板材的切割和接缝;利用升降车可以减少甚至可以取消脚手架的搭设,减少技术间隙,节约工期。该技术应用点在于整个施工过程应合理策划便于施工升降车的撤场。