Thickness of compound layer in steel-aluminum solid to liquid bonding

The bonding of solid steel plate to liquid aluminum was studied using rapid solidification. The surface of solid steel plate was defatted, descaled, immersed (in K2ZrF6 flux aqueous solution) and stoved. In order to determine the thickness of Fe-AI compound layer at the interface of steel-aluminum solid to liquid bonding under rapid solidification, the interface of bonding plate was investigated by SEM (Scanning Electron Microscope) experiment. The relationship between bonding parameters (such as preheat temperature of steel plate, temperature of aluminum liquid and bonding time) and thickness of Fe-AI compound layer at the interface was established by artificial neural networks (ANN) perfectly. The maximum of relative error between the output and the desired output of the ANN is only 5.4%. From the bonding parameters for the largest interfacial shear strength of bonding plate (226℃for preheat temperature of steel plate, 723℃ for temperature of aluminum liquid and 15.8 s for bonding time), the reasona     

The Bonding Properties of Solid Steel to Liquid Aluminum

The bonding of solid steel plate to liquid aluminum was studied using rapid solidification. The relationship models of interfacial shear strength and thickness of interfacial layer of bonding plate vs bonding parameters ( such as preheat temperature of steel plate, temperature of aluminum liquid and bonding time ) were respectively established by artificial neural networks perfectly. The bonding parameters for the largest interfacial shear strength were optimized with genetic algorithm successfully. They are 226℃ for preheating temperature of steel plate, 723℃ for temperature of aluminum liquid and 15.8s for bonding time, and the largest interfacial shear strength of bonding plate is 71.6MPa. Under these conditions, the corresponding reasonable thickness of interfacial layer (10.8μm) is gotten using the relationship model established by artificial neural networks.     

Semi—solid Processing of Steel—Al—7 Graphite BInding Plate

The bonding of steel plate to Al-7 graphite slurry was studied for the first time.The relationship model about preheat temperature of steel plate,solid fiaction of Al-7 graphite slurry,rolling speed and nterfacial shear strength of bonding plate could be established by artificial neural networks perfectly.This model could be optimized with a genetic algorthm.The optimum bonding parameters are :516℃ for preheat temperature of steel plate,32.5% for solid fraction of Al-7 graphite slurry and 12mm/s for rolling speed,and the largest interfacial shear strength of bonding plate is 70.6MPa.     

Interfacial mechanical property of steel-mushy Al-20Sn bonding

The bonding of a steel plate to Al-20Sn slurry was conducted using the casting rolling technique. The surface of the steel plate was defatted, descaled, immersed (in K2ZrF6 flux aqueous solution) and stored. Al-20Sn slurry was prepared using the electromagnetic mechanical stirring method. The interfacial mechanical property of the bonding plate was researched to determine the relationship between the diffusion time and the interfacial shear strength. In order to identify the mechanism of bonding, the interfacial structure of the bonding plate was studied. The results show that at a preheat temperature of the steel plate of 505℃ and a solid fraction of Al-20Sn slurry of 35%, the relationship between the interfacial shear strength S and the diffusion time t is S=28.8 4.3t-0.134t^2 0.0011t^3. When the diffusion time is 22 s, the largest interfacial shear strength is 70.3 MPa, and the corresponding interface is a new one which is made up of Fe-Al compound and Fe-Al solid solution alternatively and in a right proportion.In this interfacial structure, the interfacial embrittlement does not happen and Fe-Al compound can play its role in strong combination adequately.     

The Influence of Preheat Temperature of Steel Plate on Steel-mushy Cu-graphite Bonding

The pressing bonding of steel plate to QTi3.5-3.5 graphite slurry was conducted. Under the conditions of 530 ℃ for the preheat temperature of dies, 45% for the solid fraction of QTi3.5- 3.5 graphite slurry, 50 MPa for the pressure and 2 min for the pressing time, the relationship between the preheat temperature of steel plate and interfacial mechanical property of bonding plate was studied. The results show that when the preheat temperature of steel plate is lower titan 618 ℃ , the interfacial shear strength of bonding plate increases with the increasing of the preheat temperature of steel plate. When the preheat temperature of steel plate is higher than 618 ℃ , the interfacial shear strength decreases with the increasing of the preheat temperature of steel plate. When the preheat temperature of steel plate is 618 ℃ , the highest interfacial shear strength of bonding plate of 127.8 MPa can be got.     

Influence of diffusion time on property of steel—aluminum solid to liquid bonding

The bonding of solid steel to liquid aluminum was conducted using rapid solidification.The influence of diffusion time on interfacial shear strength was studied.The results show that when the temperature of aluminum liquid is 700℃and the preheat temperature of steel plate is 250℃,the relationship between diffusion time(t) and interfacial shear strength(σ)is σ=15.1 8.14t-0.37t 0.005t^3,and the maximum interfacial shear strength is 71.1MPa.     

Ratio of Fe-Al compound at interface of steel-backed Al-graphite semi-solid bonding plate

The ratio of Fe-Al compound at the bonding interface of solid steel plate to Al-7graphite slurry was used to characterize the interfacial structure of steel-Al-7graphite semi-solid bonding plate quantitatively. The relationship between the ratio of Fe-Al compound at interface and bonding parameters (such as preheat temperature of steel plate, solid fraction of Al-7graphite slurry and rolling speed) was established by artificial neural networks perfectly. The results show that when the bonding parameters are 516 ℃ for preheat temperature of steel plate, 32.5% for solid fraction of Al-7graphite slurry and 12 mm/s for rolling speed, the reasonable ratio of Fe-Al compound corresponding to the largest interfacial shear strength of bonding plate is obtained to be 70.1%. This reasonable ratio of Fe-Al compound is a quantitative criterion of interfacial embrittlement, namely, when the ratio of Fe-Al compound at interface is larger than 70.1%, interfacial embrittlement will occur.     

Influence of aluminum solid fraction on property of steel-mushy aluminum bonding plate

The interfacial shear property of steel-mushy aluminum bonding plate was studied, and the relationship between aluminum solid fraction and the interfacial shear strength of bonding plate was determined. The results showed that when aluminum solid fraction is 34.3 %, the maximum interfacial shear strength of bonding plate is 71 .0 MPa.     

无机胶粘贴铝合金板与混凝土界面黏结性能试验

为满足耐环境侵蚀及较高使用温度要求而采用的无机胶粘贴铝合金板加固混凝土结构,需解决铝合金板、胶与界面的黏结问题.以黏结长度为基本参数,分别采用硫铝酸盐水泥浆、磷酸镁水泥浆及碱激发矿渣浆三种无机胶粘剂,将3 mm厚铝合金板粘贴至素混凝土试块,完成了无机胶粘贴铝合金板与混凝土界面双剪性能试验.试验结果表明:铝合金板、胶层与界面黏结性能随黏结长度与胶粘剂种类不同而不同,破坏时主要表现为铝合金板脱粘、胶层失效及界面失效三种典型形态;发现相同黏结条件下,三类无机胶粘贴铝合金板与混凝土界面黏结强度中,磷酸镁水泥最大、硫铝酸盐水泥其次、碱激发矿渣最小.基于实测的界面黏结-滑移关系,获得了适用于不同胶粘剂的有效黏结长度取值方法,提出了与试验结果吻合较好的三类无机胶黏结强度-滑移关系模型.可为粘贴铝合金板加固混凝土受弯构件用无机胶粘剂优选提供参考.     

硅烷涂层提升钢纤维-砂浆界面性能的试验研究

为了提升钢纤维-砂浆界面的黏结性能,采用9种基于硅烷的表面处理剂对钢纤维进行浸渍处理并高温固化成膜;埋置于水泥砂浆圆柱体试块中,开展单根纤维拉拔试验,获得拉拔荷载-位移曲线. 试验结果表明,采用不同的硅烷涂层对钢纤维进行表面改性,可以不同程度地改善钢纤维-砂浆界面的黏结性能;拉拔峰值荷载最高增加5.75倍,拉拔能耗最多增加2.48倍. 硅烷Z6011和Z6020及复合涂层能够较大幅度地提升界面黏结强度,主要增加钢纤维与砂浆界面的化学黏结力;硅烷Z6030和Z6040及复合涂层对界面黏结强度的提升幅度相对较小,主要增加界面滑移摩擦力. 采用扫描电子显微镜（SEM）研究界面黏结性能的提升机理,发现硅烷涂层使得界面过渡区的微观结构更致密,显著提升了钢纤维-砂浆之间的黏结性能.     

铝合金板与混凝土的粘贴粘结强度研究

为了在提高加固钢筋混凝土梁承载力的同时具有很好的延性和耗能能力,特别是满足侵蚀环境及寒冷环境中加固工程的需要,采用铝合金板加固钢筋混凝土梁是一个很好的解决办法。铝合金板通过粘贴层将力传给钢筋混凝土梁,故铝合金板与混凝土的粘贴粘结性能决定了铝合金板加固钢筋混凝土梁的效果。铝合金板与混凝土的粘贴粘结强度作为铝合金板加固钢筋混凝土梁连接设计的基础,对其开展试验和理论研究。开展105个试件的铝合金板与混凝土面内单剪试验发现：对粘贴界面没有进行粗糙处理的试件发生了界面剥离破坏,其他试件均发生了混凝土层剥离破坏;界面剥离破坏的粘结性能远差于混凝土层剥离破坏,说明了对粘贴界面进行处理的必要性。通过试验得到铝合金板和混凝土连接的极限粘结荷载,根据铝合金板正应力的变化率与粘贴界面剪应力的关系,得到剪应力的分布曲线和有效粘结长度;假设剪应力沿有效粘结长度处处相等,得到了铝合金板与混凝土的粘贴试验粘结强度,并基于此讨论了界面处理、混凝土强度、铝合金板宽度、厚度和粘贴长度等因素对试验粘结强度的影响。结合试验数据的统计回归分析,提出计算铝合金板与混凝土的粘贴粘结强度的修正Niedermeier模型,得到了铝合金板与混凝土的有效粘结长度和粘贴粘结强度的理论计算公式,其理论值和试验值吻合较好,误差最大值为8.98%,平均值为0.004,标准差为0.041。研究成果为铝合金板加固钢筋混凝土梁的粘贴设计提供了理论基础。     

Bonding mechanism of X10CrNi18-8 with Ni/Al_2O_3 composite ceramic by pressureless infiltration

An alloy steel/alumina composite was successfully fabricated by pressureless infiltration of X10CrNi18-8 steel melt on 30%(mass fraction) Ni-containing alumina based composite ceramic(Ni/Al2O3) at 1 600 ℃.The infiltration quality and interfacial bonding behavior were investigated by SEM,EDS,XRD and tensile tests.The results show that there is an obvious interfacial reaction layer between the alloying steel and the Ni/Al2O3 composite ceramic.The interfacial reactive products are(FexAly)3O4 intermetallic phas...     

铝合金板与混凝土的粘结性能

铝合金材料具有强度高、变形性能好、耐腐蚀等优点,是沿海侵蚀环境中钢筋混凝土结构加固工程的理想材料;而铝合金板与混凝土的粘结性能是铝合金板加固钢筋混凝土梁能否协同工作的关键问题。基于此,对铝合金板与混凝土的粘结性能进行试验和理论研究。考虑混凝土强度、铝合金板宽度和厚度、粘贴长度及界面处理等因素对铝合金板和混凝土块体粘结性能的影响,设计了一套试件固定装置,采用万能试验机对105个铝合金板与混凝土棱柱体的粘贴试件进行了面内单剪试验。根据试验结果,结合理论分析,得到了铝合金板和混凝土连接的粘结破坏典型特征、剪应力分布曲线和粘结滑移曲线。研究表明,试件存在两种破坏形式：界面剥离破坏和混凝土层剥离破坏。界面处理对粘结性能有重要的影响,粘贴界面没有进行糙化处理的试件发生了界面剥离破坏,其他试件发生了混凝土层剥离破坏;随着混凝土强度的提高、铝合金板宽度和厚度的变小,粘结性能提高;存在一个有效粘贴长度,当粘贴长度大于有效粘贴长度后,增大粘贴长度并不能提高连接的极限荷载。     

铝合金板混凝土界面的粘结滑移性能及其本构关系

铝合金板具有轻质高强、耐腐蚀性和延展性好等优点,是复杂恶劣环境中加固混凝土结构的理想材料。基于双剪试验进行铝合金混凝土界面粘结滑移性能研究,完成了45个构件的双面纯剪试验,得到了其破坏形态、荷载应变关系曲线、粘结界面剪应力分布曲线、荷载滑移关系曲线以及界面极限承载力,分析了不同的混凝土强度等级、铝合金板表面粗糙度、铝合金板粘结长度和粘结宽度条件下界面粘结滑移性能的演化规律。研究表明：加载过程中,界面应力从加载端向自由端逐步传递,且随着混凝土强度等级、铝合金板的粘结长度和宽度的增加,试件的剥离承载力也有所提高。但铝合金的粘结长度存在一个有效粘结长度值,超过该值试件的剥离承载力将不再增加,同时,铝合金表面粗糙度对试件剥离承载力的提高没有实质影响。通过测量铝合金板的应变得到了不同参数条件下铝合金板混凝土粘结滑移本构曲线,结果表明：铝合金板混凝土粘结滑移本构曲线存在明显的界面软化特征和非线性行为。     

压区粘钢加固钢筋混凝土梁的短期刚度与挠度

在实际的加固工程中,拉区粘钢梁的应用多且其研究相对深入,而压区粘钢梁的应用相对较少,有关压区粘钢梁设计计算方面的研究亦很少。开展压区粘钢梁承载力及刚度和挠度等计算方法的研究,具有工程实用价值。根据11根压区粘钢梁的实验数据,结合理论分析,对压区粘钢加固钢筋混凝土梁在正常使用极限状态下的短期刚度和挠度的计算方法进行了分析和研究,提出了压区粘钢加固钢筋混凝土梁短期刚度和挠度的计算方法。理论计算与试验结果对比表明,所提出的计算方法具有较高精度。     

双粗糙平面夹持和锚固碳纤维板的试验研究

设计了双粗糙平面夹具锚,并在平板锚内黏贴不同长度的碳纤维板,进行静力拉伸试验,得到了黏结长度与峰值拉力关系曲线.结合单面黏结的黏结剪力-界面滑移本构关系的研究成果,对双面黏结的试验现象和数据进行了分析.结果表明:双面黏结同单面黏结类似,同样存在一个有效黏结长度(约150～200 mm),超过这个长度,锚固力基本不再增加.试验成果在一定程度上表明平板夹具锚的锚固能力较有限.     

湿热环境下粘钢加固混凝土界面的粘结性能

钢板-混凝土界面粘结性能是粘贴钢板加固混凝土结构的关键。通过对湿热环境下27个钢板-混凝土试件进行试验研究,分别进行5、10、15 d的加速湿热老化,然后进行双剪试验,获得了钢板-混凝土界面发生剪切剥离破坏过程中的极限荷载、钢板应变分布及荷载-位移关系。分析了环境温度、湿度耦合作用对钢板-混凝土界面粘结耐久性能的影响,并综合考虑钢板-混凝土的粘结破坏模式、受力过程、粘结界面相对位移发展规律,提出了粘结界面剪应力、滑移与温度和湿度相关的表达式。建立了考虑温度、湿度影响的粘结-滑移本构关系模型,数值模拟结果与试验结果吻合较好。     

铝合金板-混凝土界面粘结-滑移性能双面剪切试验研究

铝合金板具有强度高、耐蚀性及延性好等优点,可用于潮湿、高寒等复杂恶劣环境中混凝土结构的加固,但铝合金板-混凝土的界面性能是影响铝合金板加固混凝土结构效果的关键。进行48个铝合金板-混凝土试件的界面双剪试验,分析铝合金板厚度、铝合金板粘结长度及结构胶种类对界面破坏机理、剥离承载力、粘结剪应力及滑移演化规律的影响。结果表明：增加铝合金板厚度、铝合金板粘结长度以及采用低弹性模量的结构胶能有效提高界面的剥离承载力,但铝合金板粘结长度应控制在有效粘结长度范围内;试件的滑移量随着粘结长度的增加而增大,且铝合金板越厚,试件的滑移量越小。将双直线模型、双曲线模型、Nakaba模型计算结果与试验结果进行对比分析,Nakaba模型与铝合金板-混凝土粘结滑移曲线整体吻合较好。     

不锈钢复铝板结合强度和延伸率的实验研究

实验研究了N2 气保护下加热轧制复合和辊板轧制工艺对不锈钢和铝复合板材界面结合强度及复合板深加工性能的影响。结果表明 ,N2 气保护下加热轧制复合和辊板轧制可有效提高复合板界面结合强度 ,同时使达到界面良好结合的临界变形率明显降低 ;这两种轧制工艺不仅在小变形的条件下即可实现不锈钢和铝复合界面的良好结合 ,而且能明显降低复合过程中不锈钢的变形率分配 ,有利于改善复合板的深加工性能     

层压减振复合钢板的弯曲性能

采用Ｖ形弯曲实验方法对层压减振复合钢板的弯曲性能进行了研究,结果指出,高聚物夹层材料对弯曲性能影响很大;增加钢板表面粗糙度和适当加大粘合压力,可改善层压减振复合钢板的弯曲性能;反向弯曲现象是层压减振复合钢板的一种特征。