期刊文献+
共找到1,349篇文章
< 1 2 68 >
每页显示 20 50 100
Sensitivity analysis for a type of statically stable sailcrafts 被引量:1
1
作者 Zheng-Xue Li Jun-Feng Li He-Xi Baoyin 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2012年第2期532-542,共11页
Two types of sensitivities are proposed for stat- ically stable sailcrafts. One type is the sensitivities of solar-radiation-pressure force with respect to position of the center of mass, and the other type is the sen... Two types of sensitivities are proposed for stat- ically stable sailcrafts. One type is the sensitivities of solar-radiation-pressure force with respect to position of the center of mass, and the other type is the sensitivities of solar-radiation-pressure force with respect to attitude. The two types of sensitivities represent how the solar-radiation- pressure force changes with the position of mass center and the attitude. Sailcrafts with larger sensitivities undergo larger error of the solar-radiation-pressure force, leading to larger orbit error, as demonstrated by simulation. Then as a case study, detailed formulas are derived to calculate the sensi- tivities for sailcrafts with four triangular sails. According to these formulas, in order to reduce both types of sensitivities, the angle between opposed sails should not be too large, and the center of mass should be as close to the axis of symmetry of the four sails as possible and as far away from the center of pressure of the sailcraft as possible. 展开更多
关键词 statically stable sailcraft Sensitivity Solar- radiation-pressure force error. Mass center and pressure cen- ter errors Attitude and orbit errors
在线阅读 下载PDF
Internal Force Analysis Due to the Supporting Translation in Statically (Indeterminate) Structures for Different Elastic Modulus 被引量:1
2
作者 姚文娟 叶志明 《Journal of Shanghai University(English Edition)》 CAS 2004年第3期274-280,共7页
For statically indeterminate structure, the internal force will be changed with the translation of the supports, because the internal force is related to the absolute value of the stiffness EI. When the tension is dif... For statically indeterminate structure, the internal force will be changed with the translation of the supports, because the internal force is related to the absolute value of the stiffness EI. When the tension is different with the compression modulus, EI is the function of internal force and is not constant any more that is different from classic mechanics. In the other words, it is a nonlinear problem to calculate the internal force. The expression for neutral axis of the statically indeterminate structure was derived in the paper. The iterative program for nonlinear internal force was compiled. One case study was presented to illustrate the difference between the results using the different modulus theory and the single modulus theory as in classical mechanics. Finally, some reasonable suggestions were made for the different modulus structures. 展开更多
关键词 different moduli in tension and compression statically indeterminate structure translation of support nonlinear internal force iteration.
在线阅读 下载PDF
DYNAMIC BUCKLING OF STATICALLY PRELOADED RING-STIFFENED CYLINDRICAL SHELLS UNDER AXIAL FLUID-SOLID IMPACT LOADING 被引量:1
3
作者 Jiang Songqing Li Yongchi +1 位作者 Hu Xiuzhang Zheng Jijia 《Acta Mechanica Solida Sinica》 SCIE EI 2000年第3期189-197,共9页
The Initial Imperfection Amplified Criterion is applied toinvestigate the geometric nonlinear dynamic buckling of staticallypreloaded ring-stiffened cylindrical shells under axial fluid-solidimpact. Tak- ing account o... The Initial Imperfection Amplified Criterion is applied toinvestigate the geometric nonlinear dynamic buckling of staticallypreloaded ring-stiffened cylindrical shells under axial fluid-solidimpact. Tak- ing account of the effects of large deformation andinitial geometric imperfection, the governing equations are obtainedby the Galerkin method and solved by the Runge-Kutta method. Theeffects of static preloading (uniform external radial pressure) onthe buckling features and the load-carrying ability of ring-stiffenedcy- lindrical shells against axial impact are discussed. 展开更多
关键词 statically preloaded ring-stiffened cylindrical shells axial fluid-solidimpact loading
在线阅读 下载PDF
A METHOD OF ADJUSTING BAR-LENGTH OF STATICALLY INDETERMINATE TRUSS FOR INCREASING ITS LOAD CAPACITY
4
作者 SUI Yun-kang(隋允康) +1 位作者 SHAO Jian-yi(邵建义) 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2002年第3期294-298,共5页
Based on the character of the internal force distribution of the statically indeterminate truss, the elements stresses were changed by adjusting the length of bars to increase load capacity of structure. The efficienc... Based on the character of the internal force distribution of the statically indeterminate truss, the elements stresses were changed by adjusting the length of bars to increase load capacity of structure. The efficiency of the method is illustrated by several examples. 展开更多
关键词 statically indeterminate truss adjusting bar-length good working state optimum design optimum construction
在线阅读 下载PDF
Statically Analysis of the Stress State of Saw Gins Consisting of 90, 100, 110, 120, 130 Saws
5
作者 Azizov Shuhrat Mamatovich Uzoqov Farxodjon +2 位作者 Shermuhammad Alijonov Hasanov Ahmadjon Mirzakarimov Mirsharofiddin 《Engineering(科研)》 CAS 2022年第8期329-338,共10页
In the primary processing of cotton, it is important to increase the productivity of ginning and reduce the wear of working bodies. The working body of the genie is the working chamber, the saw cylinder and the rib gr... In the primary processing of cotton, it is important to increase the productivity of ginning and reduce the wear of working bodies. The working body of the genie is the working chamber, the saw cylinder and the rib grate. The main wear is on the saw cylinder shaft and saw teeth. The wear of these parts leads to additional material costs, as well as to a decrease in the quality of the fiber. The wear of the shaft is affected by the number of saws and the mass of raw cotton in the working chamber of the gin. To prevent wear of the saw cylinder, the article determines the optimal static load on the shaft by calculating saw gins consisting of 90, 100, 110, 120, 130 saws. An analysis of tables shows that maximum value to bending shows 120 and 130 saws cylinder, because shaft bending angles along the length appear. This leads to a 2% - 3% reduction in the distance between the saws, serves for the premature wear of the saw, the exit of short fibers. 展开更多
关键词 RAW COTTON SHAFT statically ANALYSIS SAW Gin
在线阅读 下载PDF
Statically Determinate Equations of Equilibrium in Particulate Mechanics
6
作者 Wu Bingkun Center of Rock and Soil Mechanics, Southwest Jiaotong University, Chengdu 610031, China 《Journal of Modern Transportation》 1996年第1期2-15,共14页
Based on a model of two stress tensors possessing high fluidity, a statically determinate system of partial difference equations of equilibrium has been derived for use to particulate media... Based on a model of two stress tensors possessing high fluidity, a statically determinate system of partial difference equations of equilibrium has been derived for use to particulate media of such nature. Through non dimensionalization of independent and dependent variables, the system passes into that of partial differential equations. Although the statically determinate system of partial differential equations is non linear, yet the two dimensional one falls apart into three separate groups which can be solved easily one after another. 展开更多
关键词 particulate mechanics statically determinate system stress tensor
在线阅读 下载PDF
Analysis of the Results Obtained from the Application of the Two-Stage Method with Calculations of Some Statically Indeterminate Trusses
7
作者 Janusz Rebielak 《Journal of Civil Engineering and Architecture》 2019年第10期599-607,共9页
The paper presents results of calculations of forces in members of selected types of statically indeterminate trusses carriedout by application of the two-stage method of computations of such structural systems. The m... The paper presents results of calculations of forces in members of selected types of statically indeterminate trusses carriedout by application of the two-stage method of computations of such structural systems. The method makes possible to do the simple andapproximate calculations of the complex trusses in two stages, in each of which is calculated a statically determinate truss being anappropriate counterpart of the basic form of the statically indeterminate truss structure. Systems of the statically determinate trussesconsidered in the both stages are defined by cancelation of members, number of which is equal to the statically indeterminacy of thebasic truss. In the paper are presented outcomes obtained in the two-stage method applied for two different shapes of trusses and carriedout for various ways of removing of appropriate members from the basic trusses. The results are compared with outcomes gained due toapplication of suitable computer software for computation of the same types of trusses and for the same structural conditions. 展开更多
关键词 Calculus of vectors superposition method statically indeterminate system Cremona's method approximate solution
在线阅读 下载PDF
Buildings and civil engineering works-Sealants-Determination of changes in cohesion and appearance of elastic weatherproofing sealants after exposure of statically cured specimens to artificial weathering and mechanical cycling
8
《合成材料老化与应用》 2017年第S1期69-86,共18页
Foreword ISO(the International Organization for Standardization)is a worldwide federation of national standards bodies(ISO member bodies).The work of preparing International Standards is normally carried out through I... Foreword ISO(the International Organization for Standardization)is a worldwide federation of national standards bodies(ISO member bodies).The work of preparing International Standards is normally carried out through ISO technical committees.Each member body interested in a subject for which a technical committee has been established has the right to be represented on that committee. 展开更多
关键词 Buildings and civil engineering works-Sealants-Determination of changes in cohesion and appearance of elastic weatherproofing sealants after exposure of statically cured specimens to artificial weathering and mechanical cycling ISO
在线阅读 下载PDF
Testing Studies on Rock Failure Modes of Statically Loads Under Dynamic Loading 被引量:4
9
作者 叶洲元 李夕兵 +2 位作者 刘希灵 马春德 尹土兵 《Transactions of Tianjin University》 EI CAS 2008年第B10期530-535,共6页
By means of the improved split Hopkionson pressure bar(SHPB) with axial pre-pressure and confined pressure, two series of experiments on sandstone are carried out to research the failure mode of rock during the course... By means of the improved split Hopkionson pressure bar(SHPB) with axial pre-pressure and confined pressure, two series of experiments on sandstone are carried out to research the failure mode of rock during the course of exploitation of resources in deep. One is under the conditions that the con-fining pressure is fixed and the axial pressure is changeable. The other is under the conditions that the confining pressure becomes and the axial pressure is fixed. It is found that samples break up evenly after impacting when axial static pressures are low, there is great disparity in size of fragments when axial static pressures are high, and the main bodies of samples after the tests under the combination of dy-namic and static loads frequently show the type of V or X. The samples are more close-grained at the elastic stage and impacts make many cracks be generated and developed, as makes samples more crackable. At the initial phase of damage stage, the static pressures make some cracks in the samples which are undeveloped and the impacts′ role is similar to that at the elastic stage. At the metaphase or anaphase of damage stage, these cracks in the samples develop adequately and the impacts mainly accelerate samples′ failure. The main bodies of samples show the type of V or X after impacting due to the confining pressures′ restraining samples′ lateral formation at the elastic stage or the initial phase of damage stage, the main bodies of samples have almost formed at the stage loading static pressures and the results after impacting usually are similar to those under the axial pressures tests. 展开更多
关键词 Hopkinson combination of static and dynamic loads DAMAGE failure mode
在线阅读 下载PDF
A Two-Stage Method for an Approximate Calculation of Statically Indeterminate Trusses 被引量:2
10
作者 Janusz Rebielak 《Journal of Civil Engineering and Architecture》 2014年第5期567-572,共6页
The paper presents the principles of a method, which in two simple stages makes possible to carry out the statically calculation of values of forces acting in the fiat static indeterminate trusses. In each stage, it i... The paper presents the principles of a method, which in two simple stages makes possible to carry out the statically calculation of values of forces acting in the fiat static indeterminate trusses. In each stage, it is considered the static determinate truss, scheme of which is obtained after remove the suitable number of members from the basic static indeterminate truss. The both intermediate statically determinate trusses are of the same clear span and they are loaded by forces of half values applied to the corresponding truss nodes. The method applies one of the typical procedures of calculation of the statically determinate trusses and then it is applied in an appropriate way the rule of superposition for obtaining the final values of forces acting in particular members of the basic truss. The values of forces calculated in this way are of a very close approximation to the force values determined in the special and complex ways being considered as the exact calculation methods. The proposed method can be useful mostly but not only for the initial structural design of such systems. The simplicity of the two-stage method justifies an assumption that it can be relatively easy and worthy to adjust to the requirements of the computer aided technology of statically calculation of the complex forms of trusses. 展开更多
关键词 Method of static calculation truss structure static indeterminate truss static determinate truss rule of superposition.
在线阅读 下载PDF
New Simple Method of Calculation of Statically Indeterminate Trusses 被引量:1
11
作者 Janusz Rebielak 《Journal of Mathematics and System Science》 2014年第5期367-371,共5页
The paper presents a very simple method, which in two stages enables to calculate the plane statically indeterminate truss by the application of one of methods used for the force calculation in members of the statical... The paper presents a very simple method, which in two stages enables to calculate the plane statically indeterminate truss by the application of one of methods used for the force calculation in members of the statically determinate trusses. The results are obtained in a very simple and quick way. Although the force values are approximated but they are relatively very close to those, which are determined by the exact methods. The point of the two-stage calculation process of the statically indeterminate trusses is to determine schemes of two independent and simple statically determined trusses, which after superposition of their patterns will give in the result a pattern of the initial, more complex form of the statically indeterminate truss. Each of the simple truss has to be of the same clear span and the load forces have to be of the half values and they have to be applied to the same nodes like in truss of the initial structural configuration. 展开更多
关键词 Computational method static calculation truss structure principle of superposition.
在线阅读 下载PDF
Flexible ultrasound transducer array with statically adjustable curvature for antiinflammatory treatment
12
作者 Sang-Mok Lee Xiaojia Liang +7 位作者 Yehhyun Jo Taemin Lee Sangho Bang Chaerin Oh Young Seok Kwon Joontaek Jung Byung Chul Lee Hyunjoo Jenny Lee 《npj Flexible Electronics》 2025年第1期624-636,共13页
Wearable ultrasound patches can revolutionize traditional ultrasound medical applications by offering the capability for hands-free,long-term,and continuous diagnostics and treatment.However,current flexible ultrasoun... Wearable ultrasound patches can revolutionize traditional ultrasound medical applications by offering the capability for hands-free,long-term,and continuous diagnostics and treatment.However,current flexible ultrasound transducers have no control over the curvature and face challenges of low throughput and limited design space due to manual manufacturing.Here,we show flexible ultrasound transducers with flex-to-rigid statically adjustable curvature,which are fabricated using a hybrid wafer-scale microfabrication.The transducer exhibits excellent electrical and acoustic performances at a center frequency of 1.5 MHz and 3.4 MHz in immersion.To effectively utilize these characteristics,ultrasound was administered to the spleen of mice with arthritis.This treatment was conducted periodically over a two-week duration to evaluate its efficacy in alleviating symptoms of arthritis.The efficacy of the treatment was verified through continuous measurements of ankle swelling and gait analysis.We demonstrate the potential of continuous therapeutic interventions using a wearable ultrasound patch for anti-inflammatory treatment. 展开更多
关键词 flexible ultrasound transducers wearable ultrasound patches anti inflammatory treatment statically adjustable curvature microfabrication arthritis treatment therapeutic interventions
原文传递
Characteristics of Statically Indeterminate Symmetric Flexure Structures
13
作者 Yan-Ding Qin Yue-Yang Shi +2 位作者 Bijan Shirinzadeh Yan-Ling Tian Da-Wei Zhang 《Nanomanufacturing and Metrology》 EI 2023年第1期1-14,共14页
Statically indeterminate symmetric(SIS)flexure structures are symmetric structures with“clamped-clamped”boundary conditions.The static indeterminacy and topological symmetry significantly attenuate the parasitic mot... Statically indeterminate symmetric(SIS)flexure structures are symmetric structures with“clamped-clamped”boundary conditions.The static indeterminacy and topological symmetry significantly attenuate the parasitic motions associated with statically determinate flexure structures.Hence,SIS flexure structures feature decoupled linear and angular motions,improved motion accuracy,high stiffness,and high stability.Although SIS flexure structures have been more frequently utilized as prismatic joints,they can also be utilized as revolute joints.This study systematically investigates the characteristics of SIS flexure structures.Based on the unified compliance models of a single flexure hinge,analytical compliance models of two fundamental types of SIS flexure structures are established.In 1-degree-of-freedom or planar applications,multiple SIS-based structures can also be integrated into various configurations to transmit linear or angular motions.Corresponding stiffness models are also established.The characteristics and possible applications of the SIS flexure structures are computationally investigated through case studies.Ultimately,several SIS prototypes are manufactured,and the modeling accuracy of the established stiffness models is experimentally verified. 展开更多
关键词 statically indeterminate structure Flexure hinge Compliance modeling Prismatic joint
原文传递
Unexpected texture transition induced by grain growth during static annealing of a dilute Mg-1Al alloy 被引量:1
14
作者 Meng-Na Zhang Hai-Long Jia +3 位作者 Xiao Ma Lei Zhao Zhi-Gang Li Min Zha 《Journal of Magnesium and Alloys》 2025年第3期1133-1148,共16页
Conventional rolled Mg-Al alloy sheets typically exhibit strong basal textures that remain and may even strengthen after recrystallization annealing due to the preferential growth of basal-oriented grains,resulting in... Conventional rolled Mg-Al alloy sheets typically exhibit strong basal textures that remain and may even strengthen after recrystallization annealing due to the preferential growth of basal-oriented grains,resulting in poor formability at room temperature.Therefore,the knowledge of recrystallization and grain growth is critical for modifying textures of Mg-Al alloy sheets.The static recrystallization and texture evolution in a cold-rolled dilute Mg-1Al(wt.%)alloy during various annealed temperatures ranging from 300℃ to 450℃,have been investigated using the quasi in-situ electron backscatter diffraction(EBSD)method.The as-rolled Mg-1Al alloy shows a dominant basal texture,which weakens and broadens in the rolling direction(RD)during the subsequent annealing,accompanied by the formation of{1010}texture component.Particularly,the {1010} texture component is more pronounced after annealing at high temperatures.The quasi in-situ EBSD results show that recrystallized grains are mainly induced by shear bands,which exhibit a wide spectrum of orientations with c-axis tilt angles ranging 20°-45°from the normal direction(ND).Orientations of shear band-induced recrystallized grains are retained during the entire recrystallization process,resulting in a reduction in the texture intensity.Moreover,recrystallized grains belonging to the {1010}texture component grow preferentially compared to those with other orientations,which is attributed to low energy grain boundaries,especially grain boundaries with∼30°misorientation angles.Furthermore,the high temperature annealing facilitates the rapid growth of grain boundaries having a 30°misorientation angle,leading to the occurrence of distinct {1010} texture after annealing at 450℃ for 1 h.The results provide insights for texture modification of rare earth-free low-alloyed Mg alloys by controlling annealing parameters. 展开更多
关键词 Magnesium alloy Static recrystallization TEXTURE Preferential growth Grain boundary
在线阅读 下载PDF
Influence study of main cable displacement-controlled device type of long-span suspension bridges on structural mechanical properties 被引量:1
15
作者 YUAN Zhijie WANG Hao +2 位作者 MAO Jianxiao LI Rou ZONG Hai 《Journal of Southeast University(English Edition)》 2025年第1期27-36,共10页
Main cable displacement-controlled devices(DCDs)are key components for coordinating the vertical deformation of the main cable and main girder in the side span of continuous suspension bridges.To reveal the mechanical... Main cable displacement-controlled devices(DCDs)are key components for coordinating the vertical deformation of the main cable and main girder in the side span of continuous suspension bridges.To reveal the mechanical action mechanisms of DCD on bridge structures,a three-span continuous suspension bridge was taken as the engineering background in this study.The influence of different forms of DCD on the internal force and displacement of the components in the side span of the bridge and the structural dynamic characteristics were explored through numerical simulations.The results showed that the lack of DCD caused the main cable and main girder to have large vertical displacements.The stresses of other components were redistributed,and the safety factor of the suspenders at the side span was greatly reduced.The setting of DCD improved the vertical stiffness of the structure.The rigid DCD had larger internal forces,but its control effect on the internal forces at the side span was slightly better than that of the flexible DCD.Both forms of DCD effectively coordinated the deformation of the main cable and main girder and the stress distribution of components in the side span area.The choice of DCD form depends on the topographic factors of bridge sites and the design requirements of related components at the side span. 展开更多
关键词 long-span suspension bridge displacement-controlled device static and dynamic characteristics finite element live load
在线阅读 下载PDF
Galerkin-Vlasov approach for bending analysis of flexoelectric doubly-curved sandwich nanoshells with piezoelectric/FGP/piezoelectric layers using the nonlocal strain theory 被引量:1
16
作者 Tran Van Ke Do Van Thom +2 位作者 Nguyen Thai Dung Nguyen Van Chinh Phung Van Minh 《Acta Mechanica Sinica》 2025年第2期7-40,共34页
Flexoelectricity refers to the link between electrical polarization and strain gradient fields in piezoelectric materials,particularly at the nano-scale.The present investigation aims to comprehensively focus on the s... Flexoelectricity refers to the link between electrical polarization and strain gradient fields in piezoelectric materials,particularly at the nano-scale.The present investigation aims to comprehensively focus on the static bending analysis of a piezoelectric sandwich functionally graded porous(FGP)double-curved shallow nanoshell based on the flexoelectric effect and nonlocal strain gradient theory.Two coefficients that reduce or increase the stiffness of the nanoshell,including nonlocal and length-scale parameters,are considered to change along the nanoshell thickness direction,and three different porosity rules are novel points in this study.The nanoshell structure is placed on a Pasternak elastic foundation and is made up of three separate layers of material.The outermost layers consist of piezoelectric smart material with flexoelectric effects,while the core layer is composed of FGP material.Hamilton’s principle was used in conjunction with a unique refined higher-order shear deformation theory to derive general equilibrium equations that provide more precise outcomes.The Navier and Galerkin-Vlasov methodology is used to get the static bending characteristics of nanoshells that have various boundary conditions.The program’s correctness is assessed by comparison with published dependable findings in specific instances of the model described in the article.In addition,the influence of parameters such as flexoelectric effect,nonlocal and length scale parameters,elastic foundation stiffness coefficient,porosity coefficient,and boundary conditions on the static bending response of the nanoshell is detected and comprehensively studied.The findings of this study have practical implications for the efficient design and control of comparable systems,such as micro-electromechanical and nano-electromechanical devices. 展开更多
关键词 Analytical solution Flexoelectric effect Nonlocal strain gradient theory Static bending of nanoshell
原文传递
From Static and Dynamic Perspectives:A Survey on Historical Data Benchmarks of Control Performance Monitoring 被引量:1
17
作者 Pengyu Song Jie Wang +1 位作者 Chunhui Zhao Biao Huang 《IEEE/CAA Journal of Automatica Sinica》 2025年第2期300-316,共17页
In recent decades,control performance monitoring(CPM)has experienced remarkable progress in research and industrial applications.While CPM research has been investigated using various benchmarks,the historical data be... In recent decades,control performance monitoring(CPM)has experienced remarkable progress in research and industrial applications.While CPM research has been investigated using various benchmarks,the historical data benchmark(HIS)has garnered the most attention due to its practicality and effectiveness.However,existing CPM reviews usually focus on the theoretical benchmark,and there is a lack of an in-depth review that thoroughly explores HIS-based methods.In this article,a comprehensive overview of HIS-based CPM is provided.First,we provide a novel static-dynamic perspective on data-level manifestations of control performance underlying typical controller capacities including regulation and servo:static and dynamic properties.The static property portrays time-independent variability in system output,and the dynamic property describes temporal behavior driven by closed-loop feedback.Accordingly,existing HIS-based CPM approaches and their intrinsic motivations are classified and analyzed from these two perspectives.Specifically,two mainstream solutions for CPM methods are summarized,including static analysis and dynamic analysis,which match data-driven techniques with actual controlling behavior.Furthermore,this paper also points out various opportunities and challenges faced in CPM for modern industry and provides promising directions in the context of artificial intelligence for inspiring future research. 展开更多
关键词 Control performance monitoring(CPM) datadriven method historical data benchmark(HIS) industrial process performance index static and dynamic analysis.
在线阅读 下载PDF
Effective detection of malachite green by folic acid stabilized silver nanoclusters
18
作者 CAI Zhifeng WU Ying +3 位作者 LI Ya'nan MENG Guiyu MIAO Tianyu ZHANG Yihao 《无机化学学报》 北大核心 2025年第5期983-993,共11页
Herein,a one-pot chemical reduction method was reported to prepare folic acid(FA)-stabilized silver nanoclusters(FA@Ag NCs),in which FA,hydrazine hydrate,and silver nitrate were used as capping agent,reducing agent,an... Herein,a one-pot chemical reduction method was reported to prepare folic acid(FA)-stabilized silver nanoclusters(FA@Ag NCs),in which FA,hydrazine hydrate,and silver nitrate were used as capping agent,reducing agent,and precursor,respectively.Several technologies were employed to investigate the structures and optical properties of FA@Ag NCs,including transmission electron microscopy(TEM),X-ray photoelectron spectrometer(XPS),Fourier transform infrared spectrometer(FTIR),X-ray diffractometer(XRD),fluorescence spectrometer,and ultraviolet visible absorption spectrometer.FA@Ag NCs were suggested to be highly dispersed and spherical with a size of around 2.8 nm.Moreover,the maximum excitation and emission wavelengths of FA@Ag NCs were 370 and 447 nm,respectively.Under the optimal detection conditions,FA@Ag NCs could be used to effectively detect malachite green with the linear detection range of 0.5-200μmol·L^(-1).The detection limit was 0.084μmol·L^(-1).The fluorescence-quenching mechanism was ascribed to the static quenching.The detection system based on FA@AgNCs was successfully used for the detection of malachite green in actual samples with good accuracy and reproducibility. 展开更多
关键词 fluorescence probe silver nanoclusters folic acid malachite green static quenching
在线阅读 下载PDF
In-Plane Static Analysis of Curved Nanobeams Using Exact-Solution-Based Finite Element Formulation
19
作者 Omer Ekim Genel Hilal Koc Ekrem Tufekci 《Computers, Materials & Continua》 2025年第2期2043-2059,共17页
Due to their superior properties, the interest in nanostructures is increasing today in engineering. This study presents a new two-noded curved finite element for analyzing the in-plane static behaviors of curved nano... Due to their superior properties, the interest in nanostructures is increasing today in engineering. This study presents a new two-noded curved finite element for analyzing the in-plane static behaviors of curved nanobeams. Opposite to traditional curved finite elements developed by using approximate interpolation functions, the proposed curved finite element is developed by using exact analytical solutions. Although this approach was first introduced for analyzing the mechanical behaviors of macro-scale curved beams by adopting the local theory of elasticity, the exact analytical expressions used in this study were obtained from the solutions of governing equations that were expressed via the differential form of the nonlocal theory of elasticity. Therefore, the effects of shear strain and axial extension included in the analytical formulation are also inherited by the curved finite element developed here. The rigidity matrix and the consistent force vector are developed for a circular finite element. To demonstrate the applicability of the method, static analyses of various curved nanobeams subjected to different boundary conditions and loading scenarios are performed, and the obtained results are compared with the exact analytical ones. The presented study provides an accurate and low computational cost method for researchers to investigate the in-plane static behavior of curved nanobeams. 展开更多
关键词 Nonlocal elasticity finite element exact solution static analysis nanobeam curved
在线阅读 下载PDF
Practical microalgal supplementation:reducing ammonia emission from manure in commercial layer production
20
作者 Zihao Yu Xin Ma +7 位作者 Tiao Long Haiyang Li Shiyin Xie Yiheng Deng Weikang Deng Xindi Liao Sicheng Xing Jingyuan Chen 《Journal of Animal Science and Biotechnology》 2025年第6期3003-3022,共20页
Background The rapid development of intensive layer breeding has intensified odor pollution that must be paid attention to for the green transformation of the industry. This study used Jingfen No.6 laying hens as the ... Background The rapid development of intensive layer breeding has intensified odor pollution that must be paid attention to for the green transformation of the industry. This study used Jingfen No.6 laying hens as the model to systematically evaluate the regulatory effect of compound microalgal powder(Chlorella vulgaris:Spirulina platensis:Haematococcus pluvialis = 3:1:1, 1:3:1, 1:1:3) on ammonia(NH3) emissions from laying hen manure.Results Through analysis of the static NH3production in manure, it was found that the NH3emissions within 24 h in the experimental group with 0.50% compound microalgal powder added were reduced to 6.27–16.84 mg(vs. control: 28.29 mg), achieving a 40.47%–77.84% reduction. GC/MS and 16S rRNA sequencing analyses indicated that the compound microalgal powder intervened in the remodeling of the microbial community and nitrogen metabolism network in manure, driving the transformation from inorganic nitrogen to organic nitrogen, mitigated the proliferation of NH3-producing bacteria(such as Escherichia coli, Klebsiella pneumoniae, Kurthia, and Proteus), and increased the abundance of acid-producing bacteria(such as Leuconostocaceae and Lactobacillaceae). The Spirulina platensis powder group had the best emission reduction effect(reduced by 77.84%), and its mechanism was closely related to the mitigation of Gram-negative bacteria activity by phycocyanin and increased synthesis of aromatic compounds, such as 2,3,5-trimethyl-6-ethylpyrazine.Conclusions This study revealed the mechanism by which the compound microalgal powder reduces NH3emissions by regulating the proliferation of acid-producing bacteria, reshaping the nitrogen metabolism network, and mitigating the activity of NH3-producing bacteria, while providing theoretical and data support for the development of environmentally friendly feed. 展开更多
关键词 Ammonia Flavor omics Hen manure Microalgal Static odor production
在线阅读 下载PDF
上一页 1 2 68 下一页 到第
使用帮助 返回顶部