The buckling of a corrugated carbon fibre cylinder under external hydrostatic pressure     

Carl T. F. Ross  Andrew P. F. Little 《Ocean Engineering》2001,28(9)

A theoretical and an experimental investigation was carried out, where a carbon fibre corrugated circular cylinder was tested to destuction under external hydrostatic pressure. The theoretical investigation was via the finite element method, where the structure was modelled with several orthotropic axisymmetric thin-walled shell elements. The experimental observations were aided with strategically placed strain gauges. Comparison between theory and experiment showed that the experimentally observed buckling pressure was a little lower than the theoretical prediction. This may have been due to the fact that the model had slight initial geometrical imperfections in the circumferenential direction.  相似文献   

Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil   总被引：2，自引：0，他引：2  

Yi Cai  Bin Shi  Charles W.W. Ng  Chao-sheng Tang 《Engineering Geology》2006,87(3-4):230-240

In order to reduce the brittleness of soil stabilized by lime only, a recent study of a newly proposed mixture of polypropylene fibre and lime for ground improvement is described and reported in the paper. To investigate and understand the influence of the mixture of polypropylene fibre and lime on the engineering properties of a clayey soil, nine groups of treated soil specimens were prepared and tested at three different percentages of fibre content (i.e. 0.05%, 0.15%, 0.25% by weight of the parent soil) and three different percentages of lime (i.e. 2%, 5%, 8% by weight of the parent soil). These treated specimens were subjected to unconfined compression, direct shear, swelling and shrinkage tests. Through scanning electron microscopy (SEM) analysis of the specimens after shearing, the improving mechanisms of polypropylene fibre and lime in the soil were discussed and the observed test results were explained. It was found that fibre content, lime content and curing duration had significant influence on the engineering properties of the fibre–lime treated soil. An increase in lime content resulted in an initial increase followed by a slight decrease in unconfined compressive strength, cohesion and angle of internal friction of the clayey soil. On the other hand, an increase in lime content led to a reduction of swelling and shrinkage potential. However, an increase in fibre content caused an increase in strength and shrinkage potential but brought on the reduction of swelling potential. An increase in curing duration improved the unconfined compressive strength and shear strength parameters of the stabilized soil significantly. Based on the SEM analysis, it was found that the presence of fibre contributed to physical interaction between fibre and soil whereas the use of lime produced chemical reaction between lime and soil and changed soil fabric significantly.  相似文献   

Cyclic tests on large‐scale models of existing bridge piers with rectangular hollow cross‐section     

A. V. Pinto  J. Molina  G. Tsionis 《地震工程与结构动力学》2003,32(13):1995-2012

Cyclic tests on two large‐scale models of existing bridge piers with rectangular hollow cross‐section were performed in the ELSA laboratory. The prototype structure is an existing reinforced concrete highway bridge constructed in Austria in 1975. The piers presented several seismic deficiencies and consequently they showed poor hysteretic behaviour and limited deformation capacity as well as undesirable failure modes that do not comply with the requirements of modern codes for seismic‐resistant structures. Experimental data are compared to numerical and empirical predictions. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Modelling the flow of self‐compacting concrete     

S. Kulasegaram  B. L. Karihaloo  A. Ghanbari 《国际地质力学数值与分析法杂志》2011,35(6):713-723

A Lagrangian particle‐based method, smooth particle hydrodynamics (SPH), is used in this paper to model the flow of self‐compacting concretes (SCC) with or without short steel fibres. An incompressible SPH method is presented to simulate the flow of such non‐Newtonian fluids whose behaviour is described by a Bingham‐type model, in which the kink in the shear stress vs shear strain rate diagram is first appropriately smoothed out. The viscosity of the SCC is predicted from the measured viscosity of the paste using micromechanical models in which the second phase aggregates are treated as rigid spheres and the short steel fibres as slender rigid bodies. The basic equations solved in the SPH are the incompressible mass conservation and Navier–Stokes equations. The solution procedure uses prediction–correction fractional steps with the temporal velocity field integrated forward in time without enforcing incompressibility in the prediction step. The resulting temporal velocity field is then implicitly projected on to a divergence‐free space to satisfy incompressibility through a pressure Poisson equation derived from an approximate pressure projection. The results of the numerical simulation are benchmarked against actual slump tests carried out in the laboratory. The numerical results are in excellent agreement with test results, thus demonstrating the capability of SPH and a proper rheological model to predict SCC flow and mould‐filling behaviour. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Origin of abundant moonmilk deposits in a subsurface granitic environment     

《Sedimentology》2018,65(5):1482-1503

Subsurface granitic environments are scarce and poorly investigated. A multi‐disciplinary approach was used to characterize the abundant moonmilk deposits and associated microbial communities coating the granite walls of the 16th Century Paranhos spring water tunnel in Porto city (north‐west Portugal). It is possible that this study is the first record of moonmilk in an urban subsurface granitic environment. The morphology and texture, mineralogical composition, stable isotope composition and microbial diversity of moonmilk deposits have been studied to infer the processes of moonmilk formation. These whitish secondary mineral deposits are composed of very fine needle‐fibre calcite crystals with different morphologies and density. Calcified filaments of fungal hyphae or bacteria were distinguished by field emission scanning electron microscopy. Stable isotope analysis revealed a meteoric origin of the needle‐fibre calcite, with an important contribution of atmospheric CO ₂, soil respiration and from weathering of Ca‐bearing minerals. The DNA ‐based analyses revealed the presence of micro‐organisms related to urban contamination, including Actinobacteria, mainly represented by Pseudonocardia hispaniensis , Thaumarchaeota and Ascomycota, dominated by Cladosporium . This microbial composition is consistent with groundwater pollution and contamination sources of the overlying urban area, including garages, petrol stations and wastewater pipeline leakage, showing that the Paranhos tunnel is greatly perturbed by anthropogenic activities. Whether the identified micro‐organisms are involved in the formation of the needle‐fibre calcite or not is difficult to demonstrate, but this study evidenced both abiotic and biogenic genesis for the calcite moonmilk in this subsurface granitic environment.  相似文献   

A non‐baseline algorithm for damage locating in flexural structures using dynamic distributed macro‐strain responses     

S. Z. Li  Z. S. Wu 《地震工程与结构动力学》2007,36(9):1109-1125

The concept of distributed strain‐sensing techniques has been proposed in our recent research, which was dedicated to utilizing the strain distributions throughout the full or partial areas of structures to detect arbitrary and unforeseen damage. An algorithm not requiring a detailed analytical model is presented for damage locating in flexural structures through the direct use of dynamic responses recorded by distributed long‐gauge strain sensors. The modal macro‐strain vector (MMSV), which has been proven to have a mapping relation with displacement mode shape, can be extracted directly from macro‐strain time‐series data, from which a damage evaluating index can be derived and used as an indicator for locating damage. Numerical examples are simulated to verify the sensitivity and effectiveness of the index in different cases. Furthermore, experimental investigations on a cantilevered beam with various long‐gauge fibre optic sensors placements are carried out to examine the feasibility and applicability of the proposed method. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

罗丹宁纤维富集分离－示波极谱法测定地质样品中的金   总被引：1，自引：0，他引：1  

雷丽莉  邓玉强 《岩矿测试》1995,(4)

考察了螯合罗丹宁纤维富集分离。示波极谱法测定Ａｕ的条件，选用０．１５ｇ罗丹宁纤维装柱（Φ５ｍｍ×８０ｍｍ）富集Ａｕ，吸附Ａｕ后的罗丹宁纤维于７００℃灰化的烧，浸取物在ＮａＯＨ底液中用示波极谱法测定。测定范围为０．４～１４０μｇ／ｍｌＡｕ，经对标样分析，结果与标准值相符。对Ａｕ含量为４．９３×１０￣－６级的标样进行１０次测定，方法精密度（ＲＳＤ）为１．１４％。方法选择性高、稳定性好，适用于Ａｕ含量在０。２×ｌ０￣－６以上地质样品的分析。  相似文献   

Elastic waves at a corrugated interface between two dissimilar fibre‐reinforced elastic half‐spaces     

Sanasam Sarat Singh  S. K. Tomar 《国际地质力学数值与分析法杂志》2007,31(9):1085-1116

The reflection and transmission phenomena of elastic waves incident at a corrugated interface between two dissimilar fibre‐reinforced elastic half‐spaces have been analysed. Using Rayleigh method of approximation, the expressions of the reflection and transmission coefficients are obtained in closed form for the plane interface as well as for the first order approximation of the periodic interface ζ = d cos px. All these reflection and transmission coefficients of regular and irregular waves are found to be the functions of angle of incidence and elastic parameters of the media. Moreover, the coefficients of irregularly reflected and transmitted waves are found to be proportional to the amplitude of the corrugated interface and are functions of the frequency of the incident wave. Numerical computations have been performed for a specific model to compute these coefficients and results obtained are shown graphically. The results of Singh and Singh (Sadhana 2004; 29 :249–257) and Ben‐Menahem and Singh (Seismic Waves and Sources. Springer: New York) have been derived from our analysis as particular cases. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

纤维水镁石在氨基酸水溶液中的电化学及溶解作用研究   总被引：6，自引：1，他引：5  

李国武  董发勤  万朴  彭同江  宋功宝 《矿物学报》1999,19(3):286-292

在模拟人体温度３７℃条件下,进行水镁石纤维粉尘与氨基酸作用的实验研究,测定在７２ｈ内溶液过程中ｐＨ值的电导率的变化,结果表明,纤维矿物在氨基酸中发生了有机配合作用,并且中性氨基酸对矿物的溶解能力最强。  相似文献   

用于断层测量的温度补偿光纤外腔型法布里-珀罗位移传感器     

彭华  马秀敏  王震  崔留住  江毅 《地质力学学报》2013,19(3):315-324

针对光纤EFPI传感器通常尺寸很小,而断层尺寸相对较大,导致光纤EFPI传感器在待测断层处安装不便的情况,提出了一种可用于断层测量的光纤外腔型法布里-珀罗位移传感器.两根陶瓷插芯从陶瓷套管的两端插入构成EFPI结构,通过使用金属内管和金属外管,增大了光纤EFPI位移传感器的尺寸;并且金属外管的两端采用O型圈密封,因此该EFPI位移传感器能够防水防尘.为了消除温度对EFPI位移传感器的影响,两根金属内管采用了不同热膨胀系数的材料在结构上进行温度补偿.在温度连续变化的环境下,对腔长为718.39 m的EFPI位移传感器进行了测量.测量结果显示,经过温度补偿设计后,位移传感器的温度系数由0.14 μm/℃下降到了-0.04 μm/℃,并呈现过补偿.  相似文献