Tensile stiffness analysis on ocean dynamic power umbilical   总被引：1，自引：0，他引：1  

汤明刚  阎军  王野  岳前进 《中国海洋工程》2014,28(2):259-270

Tensile stiffness of ocean dynamic power umbilical is an important design parameter for functional implementation and structural safety. A column with radial stiffness which is wound by helical steel wires is constructed to predict the tensile stiffness value of umbilicals in the paper. The relationship between the tension and axial deformation is expressed analytically so the radial contraction of the column is achieved in the relationship by use of a simple finite element method. With an agreement between the theoretical prediction and the tension test results, the method is proved to be simple and efficient for the estimation of tensile stiffness of the ocean dynamic power umbilical.  相似文献   

Coupled hydro-mechanical model for partially saturated soils predicting small strain stiffness     

《Computers and Geotechnics》2014

In the paper, we present newly developed hydro-mechanical hypoplastic model for partially saturated soils predicting small strain stiffness. Hysteretic void ratio dependent water retention model has been incorporated into the existing hypoplastic model. This required thorough revision of the model structure to allow for the hydro-mechanical coupling dependencies. The model is formulated in terms of degree of saturation, rather than of suction. Subsequently, the small strain stiffness effects were incorporated using the intergranular strain concept modified for unsaturated conditions. New features included degree of saturation-dependent size of the elastic range and an updated evolution equation for the intergranular strain. The model has been evaluated using two comprehensive data sets on completely decomposed tuff from Hong-Kong and Zenos Kaolin from Iran. It has been shown that the modified intergranular strain formulation coupled with the hysteretic water retention model correctly reproduces the effects of both the stress and suction histories on small strain stiffness evolution. The model can correctly predict also different other aspects of partially saturated soil behaviour, starting from the very small strain range up to the asymptotic large-strain response.  相似文献   

花山岩画开裂岩体声波测试与分析     

张新鹏  ;严绍军  ;黄志义  ;董庆贺  ;喻媛  ;彭鹏程  ;朱秋平 《物探与化探》2014,(5):1085-1089

阐述了声波测试的方法和过程,通过在岩体中声波的传播速度,建立开裂岩体厚度与劣化程度的数学模型。结果表明,开裂岩体厚度小于30 mm时,强度损失较大;开裂岩体厚度大于30 mm时,强度基本保持不变,为今后花山岩画的保护提供科学可靠的理论依据。  相似文献   

Strength and stiffness variation of frozen soilsaccording to confinement during freezing     

SangYeob Kim  JongSub Lee 《寒旱区科学》2015,7(4):335-339

When water between soil particles is frozen, the strength and stiffness behavior of soils significantly change. Thus, numerous experimental studies in the laboratory have been carried out to characterize the strength and stiffness of frozen soils. The goals of this study are to evaluate the strength characteristics of frozen soils, which underwent confinement in freezing and shearing stages, and to estimate the stiffness variation by shear wave velocity during shear phase. The specimens are prepared in a brass cell by mixing sand and silt with 10% degree of saturation at a relative density of 60%. The applied normal stresses as confining stresses are 5, 10, 25 and 50 k Pa. When the temperature of the specimens is lowered up to-5 °C, direct shear tests are carried out. Furthermore, shear waves are continuously measured through bender elements during shearing stage for the investigation of stiffness change. Test results show that shear strength and stiffness are significantly affected by the confining stress in freezing and shearing phases. This study suggests that the strength and stiffness of frozen soils may be dependent on the confining stresses applied during freezing and shearing.  相似文献   

Visualization of material stiffness in geomechanics analysis     

Donald C. Wotring  Youssef M. A. Hashash 《国际地质力学数值与分析法杂志》2006,30(1):21-44

This paper presents novel visualization techniques to simplify representation of the fourth‐order material stiffness tensor as a set of three‐dimensional geometric objects. Stiffness visualization aids in understanding the complex stiffness characteristics of highly non‐linear constitutive models including modelled material anisotropy and loading path dependent stiffness variation. Stiffness visualization is relevant for understanding the relationship of material stiffness to global behaviour in the analysis of a boundary value problem. The spherical pulse stiffness visualization method, developed in the acoustics field, is extended to visualize stiffness of geomaterials using three three‐dimensional objects. This method is limited to relatively simple constitutive models with symmetric stiffness matrices insensitive to loading magnitude and direction. A strain dependent stiffness visualization method is developed that allows the examination of material stiffness for a range of loading directions and is suitable for highly non‐linear and path dependent material models. The proposed stiffness visualization can be represented as 3‐D, 2‐D and 1‐D objects. The visualization technique is used to represent material stiffness and its evolution during simulated soil laboratory tests and deep excavation construction. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

Performance of pile-restrained flexible floating breakwaters     

Ioanna Diamantoulaki  Demos C. Angelides  George D. Manolis 《Applied Ocean Research》2008,30(4):243-255

The overall performance of pile-restrained flexible floating breakwaters is investigated under the action of linear monochromatic incident waves in the frequency domain. The aforementioned floating breakwaters undergo only vertical structural deflections along their length and are held in place by means of vertical piles. The total number of degrees of freedom equals the six conventional body modes, when the breakwater moves as a rigid body, plus the extra bending modes. These bending modes are introduced to represent the structural deflections of the floating breakwater and are described by the Bernoulli–Euler flexible beam equation. The number of bending modes introduced is determined through an appropriate iterative procedure. The hydrostatic coefficients corresponding to the bending modes are also derived. The numerical analysis of the flexible floating breakwaters is based on a three-dimensional hydrodynamic formulation of the floating body. A parametric study is carried out for a wide range of structural stiffness parameters and wave headings, to investigate their effect on the performance of flexible floating breakwaters. Moreover, this performance is compared with that of the corresponding pile-restrained rigid floating breakwater. Results indicated that the degree of structural stiffness and the wave heading strongly affect the performance of flexible floating breakwaters. The existence of an “optimum” value of structural stiffness is demonstrated for the entire wave frequency range.  相似文献   

Climatic deterioration and the end of the Gortian Interglacial in sediments from Derrynadivva and Burren Townland,near Castlebar,County Mayo,Ireland     

Peter Coxon  Gina Hannon  Peter Foss 《第四纪科学杂志》1994,9(1):33-46

Pollen and macrofossil analyses of two sequences of organic sediment in western Ireland have allowed the recognition of the latter parts of the Gortian Interglacial, a Middle Pleistocene temperate stage. The palaeobotanical information from the two sites identifies the preservation of partial sequences from the Gortian Interglacial (believed to be the equivalent of the Hoxnian Stage of Britain and the Holsteinian of Europe). The pollen and macrofossil data from one of the sites, Derrynadivva, span the middle and latter parts of the temperate stage. The results show that fire influenced the vegetation throughout the middle part of the temperate stage, and the termination of the organic depositional sequence appears to have been due to environmental deterioration. The former is identified through the abundant occurrence of charcoal in the sediments, whereas the latter is apparent in the sediment sequence and in the reworking of thermophilous pollen types into the upper part of the deposit. The second site, Burren Townland, records only part of the later zones of the interglacial, but the ericaceous assemblages of the latter part of the Gortian Interglacial are well developed and well preserved. Macrofossil analyses and scanning electron microscopy work on the pollen at the latter site has allowed the recognition of Rhododendron ponticum, adding to previous records of this species, which now has a very disjunct European distribution.  相似文献   

变刚度钢管混凝土短柱隔震结构弹塑性动力分析     

张玉良  成世峰  张铜生 《震灾防御技术》2006,1(2):129-136

采用HBTA2.5程序,对一变刚度钢管混凝土短柱隔震结构进行了弹塑性时程分析。分析结果表明,其隔震装置的水平变形和耗能能力可以大大减轻地震对结构的影响。提出钢管混凝土短柱隔震结构在工程应用将有很好的发展前景。  相似文献   

梁板分离式分层隔震结构减震原理研究          下载免费PDF全文

陶传迁    解恒燕    杨光  刘文洋 《世界地震工程》2021,(4):122-136

为了拓宽隔震技术的应用范围,提出了梁板分离式分层隔震结构概念,其核心思想是将框架结构或框架剪力墙结构中的所有楼层或某些楼层的全部或部分楼板通过橡胶隔震支座支承于梁上。建立了分层隔震结构的动力分析模型,利用自编程序按时程分析法和振型分解反应谱法分别计算了不同工况下分层隔震结构的地震反应,运用隔震技术的基本原理和振型分析法分析了刚度比和场地条件等因素对减震效果的影响。发现了刚度比变化过程中分层隔震结构的两个极限状态,并利用其中之一初步判断减震效果。  相似文献   

灰岩冻融循环的劣化规律研究          下载免费PDF全文

刘晨  于清杨  王城斌  宋泽宇  杜博宇 《探矿工程》2019,46(12):80-85

基于岩石损伤理论推导了冻融循环作用下岩石的损伤劣化模型,并采用冻融循环试验方式测试了后崴子隧道灰岩岩样冻融循环后的物理力学特征变化规律,分析了其损伤劣化规律。获得了岩样的质量、纵波波速随冻融循环呈现先增后减的趋势,单轴抗压强度持续减小,弹性模量和峰值应变逐渐增大的结果。分析获得了冻融循环作用下灰岩总损伤变量与应变的关系,冻融和载荷的共同作用会使总损伤加剧,但损伤曲线表明耦合作用也可适当缓解这一影响,且灰岩应变值趋于一致,表明影响灰岩强度极限的主要因素可以不考虑冻融循环。  相似文献