不同缝面形态下诱导缝开裂效果对比研究

一些采用径向扭缝的碾压混凝土拱坝工程中,出现了诱导缝周边坝体混凝土开裂而诱导缝本身未张开的现象,因此需定量分析不同空间形态缝面对诱导缝开裂的影响效果。根据碾压混凝土拱坝应力变化特点以及诱导缝开裂变化规律,本文拟定含不同缝面空间形态的有限大平板和圆筒拱坝算例,利用虚拟裂纹闭合法和Richard脆性断裂准则获取空间缝面等效应力强度因子,研究缝面应力强度因子随缝面夹角的变化规律;通过对归一化后的应力强度因子求倒数,获取不同缝面夹角条件下诱导缝等效强度的修正系数即缝面空间形态影响因子,以反映不同缝面空间形态下诱导缝开裂效果。研究表明,随着缝面夹角的不断增大,缝面越不容易张开,这就意味着缝面的等效强度在逐渐增大。因此,在实际碾压混凝土拱坝设计中,诱导缝应尽量采用竖向垂直缝布置;若要布置成径向扭缝,则缝面夹角最大不宜超过10°。     

考虑卸荷损伤的柱状节理岩体开挖特性研究

通过建立柱状节理岩体径向应力比与力学劣化系数的数学关系,获取柱状节理岩体卸荷损伤效应的定量表达式。结合FLAC~(3D)提出一种考虑卸荷损伤的柱状节理岩体开挖分析方法,实现岩体单元的力学参数在开挖过程中随实际应力状态得到动态调整。在此基础上开展柱状节理岩体试验洞的开挖特性分析。结果表明,考虑卸荷损伤的计算数据与实测数据基本吻合,试验洞围岩的位移、体积应变增量和塑性区均随开挖断面的逐步增加而增大,且呈边墙最大,底板次之,拱顶最小的分布规律。最后采用体积应变增量大于0.10%和塑性区作为岩体松弛的综合判别指标,其分析结果与钻孔声波测试数据相一致。     

有机硅改性SBS及其性能的研究

研究了 SBS接枝共聚反应 ,讨论了 SBS与改性剂配比 ,反应时间对粘接性能的影响     

Defining anchor lengths of steel and CFRP plates bonded to concrete

At Luleå University of Technology, research is taking place in the area of plate bonding, i.e. when concrete members are strengthened by bonding steel or fibre-reinforced plastic (FRP) plates to their surface. The research work started in 1988. Both comprehensive experimental work and theoretical work have been performed. This paper presents the results of tests performed on concrete prisms onto which steel or carbon-fibre-reinforced plastic (CFRP) plates have been bonded. The criteria for the necessary anchor lengths for both the materials are presented as well as the critical strain level in the concrete at failure. Tests are compared with the Volkerson theory for lap joints. The results from the tests show that there is a specific anchor length for each material used. The tests also show that the strain limit in the concrete is the governing factor for failure. Furthermore, a compression between test and theory shows that the derived elastic theory can be used for moderate levels of load.     

聚合物纳米复合材料韧性和破坏行为

在总结高分子材料增韧机理、高分子纳米复合材料冲击破坏行为的基础上，探讨了高分子纳米复合材料的增韧机理。纳米无机粒子起应力集中的作用导致界面脱黏、空化与基体屈服是其增韧高分子材料的主要原因，而碳纳米管则起桥联裂纹、偏转裂纹方向、传递界面应力使聚合物基体屈服而增韧高分子材料。对聚合物／层状填料纳米复合材料而言，分散在聚合物基体中的插层或剥离的无机纳米片层对复合材料银纹的形成有抑制作用，其二维几何结构不利于片层周围基体的屈服与界面脱黏、空化，因而不能增韧高分子材料，反而还导致了聚合物／层状填料纳米复合材料抗冲击强度的降低。高分子材料的纳米复合目前很难达到橡胶增韧的效果，若同时采用纳米复合技术与官能化弹性体增韧技术，可望设计、制备出一系列高强度、高韧性的高分子纳米复合材料。     

Adhesive bonding of stainless steel water tubing

The use of an adhesive to bond stainless steel water tubing, allowing stainless steel fittings to be employed, is considered and compared with the more conventional use of compression or capillary copper fittings together with a soft solder. Tests carried out to determine environmental effects on adhesively bonded stainless steel tubing suitable for domestic water supply, and the strengths of these joints, are described. It has been found that acrylic anaerobic adhesives are suitable for bonding tubing carrying cold water, the joints attaining superior strength to the copper-soldered ones; a reasonable degree of flexing can also be tolerated. It would appear that certain selected adhesives may also be used in joints carrying hot water.     

Effects of apitong (Dipterocarpus spp.) extractives on bond strength development and curing rate of adhesives

Emulsion polymer isocyanate ( ), polyvinyl acetate ( ) and resorcinol-formaldehyde ( ) adhesives were used to produce single lap shear specimens using resinous and non-resinous apitong (Dipterocarpus spp.) timbers. Tests showed that joints made with highly resinous apitong were about 40% weaker than similar joints made with non-resinous apitong. The resinous apitong was treated with different solvents to yield five different extractives which were characterized by infra-red analysis. Apitong extractives were then added to and adhesives and joints made with buna (Fagus crenata), a timber known to be low in extractives and easy to bond. Joints prepared using extractive-containing adhesives were generally weaker than those made with the unmodified adhesives. RF adhesives containing extractives cured more slowly than unmodified . It is thought that the acidic nature of the extractives changes the pH of the system sufficiently to affect the curing mechanism     

Finite Element Modeling and Modal Analysis of Complicated Structure with Bolted Joints

A contact bolt model is proposed as a new modeling technique to investigate the complex structure with bolted joints for modal analysis and compared with the coupled bolt model,and the test results are given.Among these models,the coupled bolt model provides the best accurate responses compared with the experimental results.The contact bolt model shows the best effectiveness and usefulness in view of operational time.The bolt models proposed in this study are adopted for a dynamic characteristic analysis of...     

岩石节理多层结构模型研究

为了研究节理细观形态对其宏观力学性状的影响,据岩石节理分形特点,将节理面分解为不同层次细观结构面,节理破坏拟为粗糙度分层渐进破坏的过程,基于Plesha本构建立了岩石节理多层结构模型.模型将粗糙度定义为等效起伏角,力学响应发生在最底层（基本面）,结构面受力性状由下层结构面平均化得到,基本面破坏后,其上层结构面转化为基本面.模型考虑了弹性变形、滑动变形、磨损、剪断、压碎、分离等作用机理,能模拟剪胀、应变软化等现象,能考虑单调及循环剪切效应.采用ABAQUS的用户子程序UEL进行了模型验证与参数分析.计算表明：峰值剪切应力随着结构层次的增加而增大;在结构层次不变时,等效峰值摩擦系数随法向应力的增大而减小;剪切应力终值由基本摩擦角控制;剪应力 位移曲线形态取决于粗糙度结构特性;模型中刚度系数对剪切性状影响很小.