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標(biāo)題: Titlebook: Advances in Structural Engineering; Mechanics, Volume On Vasant Matsagar Conference proceedings 2015 Springer India 2015 Bridge Engineering [打印本頁(yè)]

作者: 宗派    時(shí)間: 2025-3-21 17:09
書(shū)目名稱Advances in Structural Engineering影響因子(影響力)




書(shū)目名稱Advances in Structural Engineering影響因子(影響力)學(xué)科排名




書(shū)目名稱Advances in Structural Engineering網(wǎng)絡(luò)公開(kāi)度




書(shū)目名稱Advances in Structural Engineering網(wǎng)絡(luò)公開(kāi)度學(xué)科排名




書(shū)目名稱Advances in Structural Engineering被引頻次




書(shū)目名稱Advances in Structural Engineering被引頻次學(xué)科排名




書(shū)目名稱Advances in Structural Engineering年度引用




書(shū)目名稱Advances in Structural Engineering年度引用學(xué)科排名




書(shū)目名稱Advances in Structural Engineering讀者反饋




書(shū)目名稱Advances in Structural Engineering讀者反饋學(xué)科排名





作者: Phonophobia    時(shí)間: 2025-3-21 22:31
Static and Free Vibration Analysis of Functionally Graded Skew Plates Using a Four Node Quadrilaterarilateral(MIDKQ) element. The element has seven degrees-of-freedom namely, three displacements, two rotations and two shear strains per node. The plate considered in the study has isotropic, two-constituent material distribution through the thickness. The modulus of elasticity is assumed to vary acc
作者: 祖先    時(shí)間: 2025-3-22 00:40

作者: EXCEL    時(shí)間: 2025-3-22 06:47

作者: adduction    時(shí)間: 2025-3-22 09:43
Equivalent Orthotropic Plate Model for Fibre Reinforced Plastic Sandwich Bridge Deck Panels with Varvide very high stiffness-to-mass ratio along with numerous impressive properties like corrosion resistance, non-magnetic, high impact strength, high dielectric strength etc. The analysis of sandwichpanels using exact three dimensional modelling is very complicated and also time consuming. To overcom
作者: myelography    時(shí)間: 2025-3-22 14:12
Experimental and Numerical Modal Analysis of Laminated Composite Plates with GFRPrengthening and construction of concrete structures have been explored. The present paper deals with the modal analysisof glass fibre reinforced laminated compositewith epoxy resin. The numerical as well as experimental investigations on the laminated composite plates have been carried out. The fini
作者: Allege    時(shí)間: 2025-3-22 17:31

作者: amplitude    時(shí)間: 2025-3-22 23:51
Non-linear Vibration Analysis of Isotropic Plate with Perpendicular Surface Crackscated at the centre of the plate. The two cracks are continuous line cracks and each is parallel to one of the edges of the plate. Using classical plate theory, the equation of motion of the cracked plate is derived based on equilibrium principle. The crack terms are formulated using the Line Spring
作者: 逃避責(zé)任    時(shí)間: 2025-3-23 05:10

作者: 法官    時(shí)間: 2025-3-23 08:45

作者: Valves    時(shí)間: 2025-3-23 13:16

作者: FIR    時(shí)間: 2025-3-23 16:40
Stochastic Buckling and First Ply Failure Analysis of Laminated Composite Plateessive loading with random system properties and strength parameters. The mathematical formulation is based on higher order shear deformation theory (HSDT). An efficient . . linear finite element method procedure in conjunction with a second order perturbation approach (SOPT) is developed and applie
作者: 撕裂皮肉    時(shí)間: 2025-3-23 20:36

作者: 迅速飛過(guò)    時(shí)間: 2025-3-24 01:14

作者: burnish    時(shí)間: 2025-3-24 05:04
Effect of Degree of Orthotropy on Transverse Deflection of Composite Laminates Under Thermal Load has been presented by using trigonometric shear deformation theory. The effect of the ratio of thermal expansion coefficients on the central deflection of orthotropic and two layer antisymmetric laminated plates under thermal load has been studied and presented in this paper. The in-plane displacem
作者: 荒唐    時(shí)間: 2025-3-24 09:44
An Accurate Prediction of Natural Frequencies of Sandwich Plates with Functionally Graded Material Cnvironment. The sandwich plate is made of isotropic face sheets and FGM core. The material properties of the FGM core are varied according to a power law distribution in terms of volume fraction of the constituent material. The layerwise theory used in this work is based on the assumption of the fir
作者: Adherent    時(shí)間: 2025-3-24 11:01

作者: Conflict    時(shí)間: 2025-3-24 16:06
On Accurate Analyses of Rectangular Plates Made of Functionally Graded Materialsvibrationanalyses of functionally graded(FG) elastic, rectangular, and simply supported (diaphragm) plates in the present study. The theoretical model is based on Taylor’s series expansion of in-plane and transverse displacements in thickness coordinate defining the plate deformations. FGMs are idea
作者: labyrinth    時(shí)間: 2025-3-24 21:03
Equivalent Orthotropic Plate Model for Fibre Reinforced Plastic Sandwich Bridge Deck Panels with Var finding equivalent orthotropic property of any core shape with periodic nature. The results generated from the present method are validated by comparing with the reported theoretical and numerical results.
作者: wreathe    時(shí)間: 2025-3-25 00:07

作者: 匯總    時(shí)間: 2025-3-25 06:31

作者: 衣服    時(shí)間: 2025-3-25 10:32
On Progressive Failure Study of Composite Hypar Shell Roofsy. The present article aims to study a comparative failure propagation of uniformly loaded simply supported hypar shells of different stacking orders using finite element method . An eight noded curved quadratic isoparametric shell element is used to develop the finite element program and validated
作者: muffler    時(shí)間: 2025-3-25 15:15
Thermal Stress Analysis of Laminated Composite Plates Using Third Order Shear Deformation Theoryd on the first order shear deformation theory. The results compare very well. The 2?×?2 gauss integration procedure has been adopted. The stresses have been calculated at the gauss points and the nodal stresses have been computed by extrapolating the stresses at the gauss points. The transverse stre
作者: condemn    時(shí)間: 2025-3-25 18:15
An Accurate Prediction of Natural Frequencies of Sandwich Plates with Functionally Graded Material Ck solutions from literature for FGM plates in order to validate the correctness of the present formulation. Parametric studies are carried out to investigate the effects of geometric, elastic properties and boundary conditions on the free vibration behavior of FGM sandwich plate.
作者: 護(hù)身符    時(shí)間: 2025-3-25 20:14
osite materials, bridge engineering, and soil-structure interaction. Advances in Structural Engineering is a useful reference material for structural engineering fraternity including undergraduate and postgraduate students, academicians, researchers and practicing engineers.978-81-322-3556-9978-81-322-2190-6
作者: 解決    時(shí)間: 2025-3-26 02:12

作者: osculate    時(shí)間: 2025-3-26 08:09
Neue Technik — neue Reformchance? finding equivalent orthotropic property of any core shape with periodic nature. The results generated from the present method are validated by comparing with the reported theoretical and numerical results.
作者: Hallowed    時(shí)間: 2025-3-26 09:00
Hans Brinckmann,Stefan Kuhlmannmobile system. The dynamic analysis has been conducted by using B&K impact hammer, unidirectional piezoelectric CCLD accelerometer (B&K type-4507), photon plus data acquisition system and the modal analysis software (Pulse). The comparison between the numerical and the experimental results is satisf
作者: Bone-Scan    時(shí)間: 2025-3-26 16:05

作者: phytochemicals    時(shí)間: 2025-3-26 18:57
https://doi.org/10.1007/978-3-663-12000-1y. The present article aims to study a comparative failure propagation of uniformly loaded simply supported hypar shells of different stacking orders using finite element method . An eight noded curved quadratic isoparametric shell element is used to develop the finite element program and validated
作者: 上流社會(huì)    時(shí)間: 2025-3-27 00:52

作者: PSA-velocity    時(shí)間: 2025-3-27 01:15

作者: 軟膏    時(shí)間: 2025-3-27 07:27
Conference proceedings 2015ld Structural Engineering Convention (SEC) 2014 at Indian Institute of Technology Delhi during 22 – 24 December 2014. The book is divided into three volumes and encompasses multidisciplinary areas within structural engineering, such as earthquake engineering and structural dynamics, structural mecha
作者: 蟄伏    時(shí)間: 2025-3-27 12:57

作者: 我不死扛    時(shí)間: 2025-3-27 14:06

作者: DAMN    時(shí)間: 2025-3-27 18:52
Stochastic Buckling and First Ply Failure Analysis of Laminated Composite Platehave a significant influence on the linear first-ply failure load and buckling response of composite plate. The results obtained using present solution approach is validated with the results available in the literatures.
作者: 有組織    時(shí)間: 2025-3-28 01:05
Thermoelastic Stress Analysis Perfectly Clamped Metallic Rod Using Integral Transform Techniquere distribution in series form. The convergence analysis of series solution is done. The result obtained for temperature distribution and thermal stresses are expressed in the form of analytical solution and corresponding numerical results for steel rod are shown graphically and illustrate technically.
作者: 講個(gè)故事逗他    時(shí)間: 2025-3-28 02:55

作者: botany    時(shí)間: 2025-3-28 07:56
https://doi.org/10.1007/978-3-662-59056-0 of present semi analytical solution. It is observed from the numerical investigation that the present mixed semi analytical model predicts structural response as good as the one given by the elasticity solution, which in turn proves the robustness of the presented formulation.
作者: N防腐劑    時(shí)間: 2025-3-28 11:46

作者: 可卡    時(shí)間: 2025-3-28 16:33

作者: 新陳代謝    時(shí)間: 2025-3-28 22:10

作者: 繼承人    時(shí)間: 2025-3-29 01:34
https://doi.org/10.1007/978-3-662-59056-0based on power law and varying across the thickness of the plate while Poisson’s ratio is kept constant. Results from computational tools for a FG plate with standard boundary and loading conditions are validated with literature and TOT. After validation, FG plates with various boundary conditions are analyzed.
作者: Inferior    時(shí)間: 2025-3-29 05:31

作者: Confess    時(shí)間: 2025-3-29 08:16

作者: 愚蠢人    時(shí)間: 2025-3-29 12:04

作者: instill    時(shí)間: 2025-3-29 16:28

作者: 機(jī)構(gòu)    時(shí)間: 2025-3-29 23:42
Nonlinear Finite Element Bending Analysis of Composite Shell Panelsge strain displacement relationship is adopted to formulate the matrices. The total Lagrangian approach is taken in the formulation. The arc-length method of solution is adopted in tracing the equilibrium path. The results by this method are compared with the available results and the conclusions are made.
作者: 神化怪物    時(shí)間: 2025-3-30 02:24
Conference proceedings 2015raction. Advances in Structural Engineering is a useful reference material for structural engineering fraternity including undergraduate and postgraduate students, academicians, researchers and practicing engineers.
作者: GRAVE    時(shí)間: 2025-3-30 04:27

作者: 領(lǐng)帶    時(shí)間: 2025-3-30 09:25

作者: Feckless    時(shí)間: 2025-3-30 13:07
Computergestützte Analyse qualitativer Datenl work, governing equations and boundary conditions of the theory are obtained. Numerical results of transverse deflection obtained by present theory are compared with first order shear deformation theory and classical plate theory.
作者: Ptsd429    時(shí)間: 2025-3-30 20:17

作者: 背帶    時(shí)間: 2025-3-30 23:40
Non-linear Vibration Analysis of Isotropic Plate with Perpendicular Surface Cracksnlinearity and peak amplitude is obtained using the perturbation method of multiple scales. The influence of crack length ratios and boundary conditions on the natural frequencies of square and rectangular plateis demonstrated. The variation in the vibration characteristic of plate with two perpendicular cracks is presented in this paper.
作者: 凈禮    時(shí)間: 2025-3-31 03:51

作者: 受辱    時(shí)間: 2025-3-31 07:13

作者: 注視    時(shí)間: 2025-3-31 12:53

作者: 轉(zhuǎn)換    時(shí)間: 2025-3-31 13:37
https://doi.org/10.1007/978-3-662-59056-0onal and analytical toolsare used to study the behavior of FG plates under bending. Analytical modeling is based on Reddy’s third order theory (TOT)and a finite element computational tool ABAQUSis used to model FG material through user defined subroutine UMAT . Elastic properties of FG material are
作者: enmesh    時(shí)間: 2025-3-31 18:52
https://doi.org/10.1007/978-3-662-59056-0ng semi analytical approach developed by Kant et al. [.]. Modulus of elasticity is assumed to be varied exponentially through the thickness of beam. The mathematical model consists in defining a two-point boundary value problem (BVP) governed by a set of coupled first-order ordinary differential equ
作者: Graves’-disease    時(shí)間: 2025-3-31 21:52





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