波浪腹板工形梁支承加劲肋设计方法研究

为解决波浪腹板工形梁支承加劲肋设计问题,进行了受力机理的研究,根据受力状态的不同对加劲肋进行分类,并采用ANSYS进行了有限元模型的数值分析;将波浪腹板对加劲肋的约束作用简化为等效约束长度的平腹板,将支承加劲肋转化为在腹板平面内失稳的轴压构件并计算其稳定性;通过参数分析,揭示了等效约束长度与腹板幅长比及腹板高厚比相关,进而建立了单侧与两侧约束情况下等效约束长度的计算公式.结果表明:与平腹板工形构件不同,波浪腹板工形构件的腹板面外刚度增大,但腹板沿构件轴向刚度变小,因而对加劲肋的面外约束不足,需要重新评估加劲肋在集中荷载作用下的稳定性计算;提出的波浪腹板工形梁支承加劲设计方法具有较好的安全性和经济性.     

考虑圈梁空间效应支护桩的简化计算

支护结构圈梁的空间效应对支护桩的变形和内力有着重要影响.根据圈梁对支护桩的约束和变形协调,给出一种考虑圈梁协同作用的支护桩的简化计算方法,并结合实测资料进行了对比分析.     

高层建筑桩基完善运行效果的研究

提出高层建筑桩基取得完善运行效果的思维和技术方面的主要因素,并根据上述因素提出高层建筑桩基科研取得完善运行效果的勘察、设计、施工的主要技术要求,希望有助于桩基取得完善运行效果。     

填充系数对橡胶连续塑炼机塑炼效果的影响

以新型连续塑炼机为实验平台,天然橡胶为生胶原料,考察了填充系数对天然橡胶连续塑炼效果的影响。结果表明,在塑炼段、销钉段和挤出段3段机筒和机头冷却水温度依次为40,50,60,70℃,转子转速为30 r/min,填充系数为60%的工艺条件下,连续塑炼机具有最好的塑炼效果,天然橡胶门尼黏度的下降幅度最大,塑炼胶更加均匀。     

深井重复采动底板回采巷道稳定控制技术研究

针对近距离煤层回采后底部煤层回采巷道稳定性问题,以6128工作面为研究对象,采用理论分析、数值模拟和现场观测综合研究方法,分析了其回采结束后下伏14 m处6127工作面轨道平巷的稳定性问题,并设计了巷道的支护形式,取得了显著地经济技术效果,为类似开采条件下的矿井提供了一定的借鉴意义。     

NR/SiO_2复合体系结合胶及动态力学性能研究

研究了白炭黑用量和Si69原位改性对NR/SiO2复合体系结合胶含量及其与动态力学性能之间关系的影响。结果表明,随着白炭黑用量的增大,2种复合体系(NR/SiO2/Si69和NR/SiO2)结合胶含量均呈现先增大后减小的趋势。当白炭黑用量达到临界值时,复合体系结合胶含量最大,此时Payne效应开始显现。当白炭黑用量超过临界值时,复合体系结合胶含量减小,形成完善的填料网络结构,出现明显的Payne效应。与NR/SiO2复合体系相比,NR/SiO2/Si69复合体系结合胶含量大大提高,白炭黑用量的临界值也相应提高,Payne效应减弱。     

Fracture toughness improvement of epoxy resins with short carbon fibers

This study examined the thermal stability and fracture toughness of diglycidylether of bisphenol-A (DGEBA)/short carbon fiber (SCF) composites using several techniques. The thermal stability of the DGEBA/SCF composites was similar to that of neat epoxy resin. The fracture toughness of the composites was significantly improved relative to the neat resin. The SEM micrographs indicated that a relatively rough surface with shear deformation and tortuous cracks was formed, thereby preventing deformation and crack propagation and inducing higher fracture toughness in the DGEBA/SCF composites.     

Experimentelle und numerische Untersuchungen von Brandszenarien vor Fassaden unter Berücksichtigung verschiedener Abstände

Experimental and numerical investigations of fire scenarios in front of façades considering various distances Constructional boundary conditions, e. g. walls or façades, close to ignition sources affect the fire formation and the plume. It is already known, that boundaries (e. g. walls) constrain the entrainment of air and oxygen into the plume and the combustion of gas or flammable products is completed at larger heights. How far the location of the fire sources, the building geometry and the heat release rate affect the characteristics of a flame is investigated at the Institut für Baustoffe, Massivbau und Brandschutz (iBMB) of TU Braunschweig in line with a series of experiments with a square gas burner. For the implementation of the fire tests the test rig in Braunschweig is provided with extensive measurement techniques to determine heat flux, wall‐bounded temperatures, temperatures for plume measurements and upward velocity. In this paper the data of the fire tests are discussed and compared with the results of a CFD‐Model and selected empirical calculation approaches.     

Zentrische Druckversuche an schlanken UHPC‐Stützen

Axial compression tests on slender columns – unreinforced slender columns: a taboo? – Debate on potential and risk Within the project of the Priority Programme (SPP) 1542 ”Concrete light“, which is funded by the German Research Foundation (DFG), unreinforced UHPC columns with square and rectangular cross‐section were tested under axial compression in the subproject ”Cross sectional adaption for rod‐shaped elements in compression“. The results were compared with test series of other researchers. The focus of the study was on the buckling behavior of columns with different conditions of end support. A hinged and a fixed support have been applied for these experiments. In addition to an analysis of the failure process, the results were compared with the Euler buckling load and the normal stress in consideration of second‐order effects. Concluding, advantages and disadvantages of both approaches are presented, compared, and discussed.