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为了解决HF3实际生产中产生的胶条脱落及C柱外翻问题,文章介绍了利用试验及统计的方法,在原设计的基础之上通过对比、分析和优化更改设计方案,使这2个问题得到圆满解决。同时在成本少量增加的前提下解决了实际生产问题,并提出了与专业公司走联合开发可以缩短开发周期,节省费用的新思路。 相似文献
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Fastening or reinforcement onto an existing steel structure may create constraints such as the use of hot works (i.e. welding) or loss of weathertightness (i.e. drilling holes and bolting). In order to limit these constraints, there may be a strong interest in using adhesively bonded fasteners. Such a solution requires however strong justification especially regarding long-term properties. This paper presents the results of experimental and numerical investigations realized on the creep behaviour of such bonded fasteners developed for offshore steel structures. Experimental investigations were conducted at room temperature following a precise and repeatable implementation protocol. The results of the various investigations revealed a non-linear evolution of creep displacements according to a Burger law. Numerical modelling has therefore been developed on the basis of Burger's law. A preliminary static study aimed at validating the geometric model and analyzing the initial stress state in the adhesive. The creep study was then carried out to compare numerical results to experimental ones. Although additional investigations are needed, numerically determined creep displacements demonstrated a good consistency with the experimental investigations. 相似文献
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The performance of a sealed stainless steel bracket system, adhesively bonded with two polyurethane-based adhesives (flexible adhesive, stiff adhesive) onto a marine polyurethane top coat, is investigated. The investigated joint connections on the coatings exhibited a high mechanical stability even after accelerated ageing (salt spray exposure, cyclic temperature variations, high relative humidity). The aged joints retained up to 81% of their tensile strength and up to 92% of their lap-shear strength. The torsional rigidity of the adhesive joint exceeded the required clamping torque of the designed bolt. A cyclical lifetime of >9·106 load cycles was estimated. Effects of cyclic ageing on the creep performance of the adhesive joint were found to be insignificant. Under tensile loads, the joints with stiff adhesive material exhibited a linear-elastic performance without the capability to deform prior to failure. The joints with the flexible adhesive material, in contrast, exhibited a behavior typically for ductile materials featuring a pronounced yield plateau prior to failure. Failure loads were higher, and displacement was notably lower, for the joints with stiff adhesive material. All joint connections met the requirements for a safety factor for the design for marine applications (11.6 for the flexible adhesive; 14.3 for the stiff adhesive). When the flexible adhesive is applied, the cohesive strength of the adhesive material is the limiting design factor. When the stiff adhesive is utilized, the load carrying capacity is higher, and the interface between priming coat and steel substrate is the limiting design area of the joints. The strength utilization of the adhesive materials depended on the particular structure of the entire joint configuration, particularly on the interface between steel substrate and the coating material. A number of assessment factors, namely stress limit factor, coating adhesion factor and safety factor, are introduced and discussed for tensile and shear loads. 相似文献
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To predict the tensile capacity of adhesive anchors, a multilayered feed-forward neural network trained with the back-propagation algorithm is constructed. The ANN model have 5 inputs, including the compressive strength of concrete, tensile strength of concrete, anchor diameter, hole diameter, embedment of anchors, and ultimate load. The predictions obtained from the trained ANN show a good agreement with the experiments. Meanwhile, the predicted ultimate tensile capacity of anchors is close to the one calculated from the strength formula of the combined cone-bond failure model. 相似文献
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文章针对现行路面破损修补工艺的不足,对双掺聚合物和粉煤灰修补混凝土的微观结构及路用性能进行了试验研究,并对修补混凝土的施工工艺提出了一些优化建议,为混凝土路面修补工程提供借鉴。 相似文献
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浅议沥青与集料的粘附性 总被引:1,自引:0,他引:1
结合力学理论、化学反应理论、分子定向理论、静电理论,分析了沥青与集料的粘附机理,探讨了沥青、集料、水及荷载等因素对沥青与集料之间粘附性的影响,最后比较了水煮法、水浸法、光电比色法、净吸附法等粘附性试验方法的优劣,就我国目前状况,仍推荐使用水煮法或水浸法。 相似文献
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分析了高压涂料喷束的特点及其对路面的作用.进而揭示了高压喷涂道路标线附着强度的形成机理. 相似文献
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