应用双剪理论计算钢管混凝土需注意的几点问题

针对钢管混凝土的复杂受力特性及目前计算钢管混凝土承载力时双剪统一理论的应用条件,通过对构件受压过程的理论分析得出应用该理论时常被工程忽视的几点关键问题。本文的分析有助于对钢管混凝土受力行为的深入理解,并为后续工作的展开提供指导。     

Simple shear endochronic eqiations for finite plastic deformation

The endochronic equations proposed by Valanis (1980) were extended to a finite deformation range. Jaumann's rate,Fu's rate and Wu's rate were incorporated into the endochronic equations to analyze simple shear finite deformation. Incremental equations and numerical solutions are deduced for three endochronic objective models. The results show that an oscillatory shear stress response to a monotonically increasing shear strain occurs when the Jaumann's rate objective model is employed for endochronic materials. The oscillatory response is dependent on the adopted objective rate. Compared with the Jaumann's rate, the Fu's rate and the Wu's rate satisfy the restrictions to elastic-plastic constitutive relations and are in agreement with the experimental results.     

轻钢骨砼结构应用技术及抗剪性能的研究

轻钢骨混凝土结构是一种新型的结构体系,它自重轻,安装方便,保温性能好,因而有广阔的发展余地和使用空间。本文分别对轻钢骨模网混凝土的工作性能、轻钢骨剪力墙的抗剪性能做了深入的理论研究。用3片缩尺轻钢骨剪力墙模型进行了试验研究,并推导了轻钢骨剪力墙的抗剪承载力公式。由于模型试验构件少,数据有所不足,本文又采用ADINA有限元分析软件进行分析,提出有关轻钢骨砼剪力墙轴压比设计的建议。     

Constitutive model of saturated soft clay with cyclic loads under unconsolidated undrained condition

An equivalent visco-elastic model of saturated soft clay was studied under unconsolidated undrained (UU) condition, which can be used to evaluate the stability of ocean foundation. Cyclic triaxial compression and extension tests were conducted to study the parameters of the model. Results showed that the relationships of the damping ratio and the octahedral shear modulus with the octahedral cyclic shear strain were nearly unique, when the initial octahedral shear stress ratios of specimens were equal to 0.3, 0.5 and 0.7. The relationships of the damping ratio and the octahedral shear modulus with the octahedral cyclic shear strain determined from the cyclic triaxial compression tests were basically the same as those determined from the cyclic triaxial extension tests. Furthermore, the relationships were not related to the initial stress condition, the test stress state and the octahedral cyclic shear stress ratio. The relationships determined from the cyclic triaxial tests under no deviatoric stress were basically the same as those determined from the cyclic triaxial tests under deviatoric stress. The change of the octahedral cyclic accumulative strain with the number of cycles was unique under different tests stress states. An equivalent visco-elastic constitutive model of saturated soft clay under UU condition was initially established.     

一种新型的SBS装饰胶

采用新颖的增黏树脂复配物 ,与适当比例的SBS弹性体及合适的混合溶剂相配合 ,获得一种价廉物美的新型胶黏剂     

Development of the shear bands in saturated soil

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土工试验中的几个问题探讨

通过多组宁波和温州软土不同剪切速率的直剪固结快剪、不同预压时间下软土直剪固结快剪和三轴固结快剪试验中多样剪和多级剪的试验研究,表明①剪切速率对软土的抗剪强度影响较大,现有国家标准确定的0.8 mm/min剪切速率对软土并不合适;②预压时间超过6 h后软土强度增加不大;③对多样剪和多级剪而言,高灵敏度的软粘土两者差别较大,而对低灵敏度软粘土在掌握一定试验方法和试验技巧下,可用多级剪代替。这些结论对生产实践是有用的。     

一种用于激光高效偏光镜出射光的新型缩·扩束棱镜

给出了一种用于调整激光高效偏光镜出射光束间距的新型棱镜,利用光斜入射通过平行均匀介质时会发生光束平移的原理,导出了缩·扩束比与棱镜参数的关系以及棱镜的设计公式．选择光以布儒斯特角入射,使得棱镜具有最佳透射比．通过改变棱镜的边长来调整出射光束的剪切差,从而达到光束的缩·扩束的目的．     

基于力矩平衡的板块驱动力研究

基于刚体稳定运动的力矩平衡原理研究现今岩石圈板块运动的驱动力。提出通过计算力矩与板块角动量间夹角来识别板块驱动力的方法,并定量分析在板块底部黏性剪切阻力的约束下刚性板块运动的稳定性。采用最新的岩石圈结构模型和板块绝对运动模型计算各板块的转动惯量和角动量,进而基于简单的物理模型计算得到各板块受到的边界力矩及板底剪切力矩。结果表明:与洋脊力矩和板底力矩平衡的剩余力矩可由俯冲板片、碰撞带、裂谷带产生的力矩解释;洋脊与俯冲板片力是板块运动的主要驱动力;板块碰撞是欧亚板块运动的重要驱动力。     

差动旋转准二维环带流相干涡旋结构的实验研究(英文)

建立具有自由表面的旋转抛物面浅水系统,以研究差动旋转准二维环带流中的相干涡旋结构．利用流动显示和激光散射技术获得了空间流动图样的信息．实验结果表明,在环带区存在科氏力和强剪切可能导致形成相干涡旋．在旋转随动坐标系中拍摄的照片和功率谱分析证实,确有大尺度持续存在的涡旋发生、漂移和演化．锁定的涡旋态表明气旋和反气旋呈非对称性．