scholarly journals Stability Of An Ellipsoidal Head With A Central Nozzle Under Axial Load

2015 ◽  
Vol 61 (2) ◽  
pp. 89-98 ◽  
Author(s):  
P. Jasion ◽  
K. Magnucki

AbstractThe subject of the numerical investigation is an ellipsoidal head with a central (axis-symmetrical) nozzle. The nozzle is loaded by axial load force. The ellipsoidal head is under axial-symmetrical compression load. The numerical FEM model is elaborated. The calculation will provide the critical loads and equilibrium paths for the sample head.. The investigation will measure the influence of the diameter of the nozzle on the critical state of the ellipsoidal head.

2009 ◽  
pp. 95-110 ◽  
Author(s):  
Ratko Kadovic ◽  
Snezana Belanovic ◽  
Milan Knezevic ◽  
Jelena Belojica ◽  
Jasmina Knezevic

In the last two decades, S and N critical loads have been used as indicators of ecosystem sustainability to soil acidification. The effect of acidification on the soil in forest ecosystems and their further development was the subject of numerous studies, based on which several mathematical models were developed. This paper presents the results of the analysis of acidification processes in brown podzolic soil on granodiorites in the stands of spruce and spruce and fir in the area of NP 'Kopaonik'. Critical loads of sulphur and nitrogen in these soils are presented using VSD model.


2018 ◽  
Vol 7 (3.11) ◽  
pp. 38
Author(s):  
Ramzyzan Ramly ◽  
Wahyu Kuntjoro ◽  
Amir Radzi Abdul Ghani ◽  
Rizal Effendy Mohd Nasir ◽  
Zulkifli Muhammad

Stiffened panels are the structure used in the aircraft wing skin panels. Stiffened panels are often critical in compression load due to its thin structural configuration. This paper analyzes the critical loads of a multi configuration stiffened panels under axial compressive loading. The study comprised three main sections; theoretical analysis, numerical analysis and experimental analysis. The present paper deals only with the theoretical analysis. This first part of analysis is very important since the results will be the main input parameter for the subsequent numerical and experimental analysis. The analysis was done on the buckling properties of the panels. Four panel configurations were investigated. Results showed that even though the stiffened panels have the same cross-sectional area, their critical loads were not identical.   


Author(s):  
Tahir Mehmood ◽  
Ahsen Maqsoom ◽  
Adnan Nawaz ◽  
Badar-Ul Ali Zeeshan

Recent studies show that code-based equations usually do not provide an accurate estimate for the shear strength of short reinforced concrete (RC) walls due to the negligence of many important factors including the beneficial effect of axial compression. In the current study, quasi-static reversed cyclic testing is conducted for two RC wall specimens, one under axial load and one without axial load to assess the effect of the axial compression on the shear strength of RC walls in high-rise buildings. The results of the experimental study show that the axial compression load significantly improves the shear strength of RC walls. Results are also compared with the performance-based seismic evaluation code practices. Based on the experimental findings, recommendations are made for improvements in the existing codes. The experimental results are further compared with different numerical models to explore the suitable computer modeling options for non-linear response prediction of RC walls.


2017 ◽  
Vol 84 (2) ◽  
pp. 58-64 ◽  
Author(s):  
P. Różyło

Purpose: The aim of the work was to analyse the critical state of thin-walled composite profiles with top-hat cross section under axial compression. Design/methodology/approach: The purpose of the work was achieved by using known approximation methods in experimental and finite element methods for numerical simulations. The scope of work included an analysis of the behavior of thin-walled composite structures in critical state with respect to numerical studies verified experimentally. Findings: In the presented work were determined the values of critical loads related to the loss of stability of the structures by using well-known approximation methods and computer simulations (FEM analysis). Research limitations/implications: The research presented in the paper is about the potential possibility of determining the values of critical loads equivalent to loss of stability of thin-walled composite structures and the future possibility of analyzing limit states related to loss of load capacity. Practical implications: The practical approach in the actual application of the described specimen and methodology of study is related to the necessity of carrying out of strength analyzes, allowing for a precise assessment of the loads upon which the loss of stability (bifurcation) occurs. Originality/value: The originality of the research is closely associated with used the thinwalled composite profile with top-hat cross-section, which is commonly used in the fuselage of passenger airplane. The methodology of simultaneous confrontation of the obtained results of critical loads by using approximation methods and using the linear eigenvalue solution in numerical analysis demonstrates the originality of the research character. Presented results and the methodology are intended for researchers, who are concerned with the topic of loss of stability of thin-walled composite structures.


2018 ◽  
Vol 79 (1) ◽  
Author(s):  
Pang Wei Ken ◽  
Abdul Aziz bin Abdul Samad ◽  
Goh Wan Inn ◽  
Noridah Mohamad ◽  
Mohamad Zulhairi Mohd Bosro ◽  
...  

Interlocking hollow block (IHB) system is a new building technology which eliminates the mortar layer and instead provides a key connection (protrusions and grooves) to interconnect the blocks. With respect to the mortarless feature of the system, it will shorten the construction period, reduce labour and cost, and is environmental friendly. This study covers the modelling and the analysis of Putra Block which is an interlocking hollow block system developed by the Housing Research Centre at Universiti Putra Malaysia (UPM) under axial compression load using Finite Element Method (FEM). The block units comprise of a stretcher block, a corner block and a half block. The aims of this research were to develop the Putra Block prism model using ABAQUS software and to study the structural behaviour of these prisms under axial load using finite element analysis. The Putra Block prism consists of three layers of blocks where the top and bottom layer are made of stretcher block where the middle layer are made of two half blocks placed side by side. Before proceeding with the simulation study, validation of the Putra Block prisms was conducted by using results from previous experimental research work. It was found that the ultimate load between experimental and simulation results had slight differences with an error of 2.56%. The small variations justify the ability of ABAQUS to predict the structural behaviour of elements under axial compression load with good accuracy level. Based on the FEA study, higher compressive stress value was observed on the face-shell of the block whilst higher tensile stress occurred at the webs. The failure of the prisms was mainly due to extensive tensile cracks induced at the web-shell interaction and middle of the block. Further parametric study reveals that by increasing the height of the individual blocks lead to the reduction of its ultimate load. Consequently, the use of higher concrete grade block indicated an improvement in the prism strength and stability under axial load.


2019 ◽  
Vol 50 (3) ◽  
pp. 473-484
Author(s):  
Venkata R. P. Koteswara ◽  
Harikrishna Padavala ◽  
Hariprasad Chennarapu

Author(s):  
Yoshimi R. Takeuchi ◽  
James T. Dickey ◽  
Steven M. Demsky ◽  
Matthew A. Eby

Accurate spacecraft bearing temperature predictions often require both system and bearing level heat source and thermal conductance information. Bearing thermal conductance data is usually the most significant unknown in the development of the thermal model and little has been published in open literature on the subject. Consequently experiments have been conducted at The Aerospace Corporation to address this topic, with special attention given to applications such as high-speed momentum and flywheels. An experiment was designed to measure thermal conductance across a single bearing under both static and dynamic states. This paper will describe the test results for an angular-contact ball bearing under controlled inner race rotational speed, axial load, and thermal conditions. Tests were conducted on both dry and Nye Pennzane SHF2001 synthetic oil lubricated bearings. Test data showed that thermal conductance is sensitive to a complex interdependent set of variables including maximum run-in speed, axial load and temperature. A basic physical understanding of the heat transfer mechanism across a bearing was developed based on experimental results.


The conception, introduced by Hardy and Langmuir, that a layer of orientated molecules forms the boundary of a liquid and determines its surface-tension, suggests some interesting questions for investigation regarding the optical properties of liquid surfaces. Should not the orientated molecular layer (assuming it to be real) be doubly refractive ? How is the configuration of the molecules at the boundary of a clean liquid surface influenced by the thermal agitation, and how is this related to the surface-energy of the fluid ? Is the surface-layer capable of producing (by reason of the thermal agitation or its optical anisotropy or other cause) the observed elliptic polarisation of the light reflected by liquid surfaces (clean or contaminated as the case may be) at the Brewsterian angle ? The present paper is the first of a series describing the results of work undertaken to find answers to the questions here raised. In various papers published previously, the internal scattering of light in transparent fluids has been discussed, and it has been shown that it is quantitatively connected with the spontaneous fluctuations in density arising from the thermal agitation of the molecules within the fluid. This internal scattering is a volume-effect and is quite distinct from another and very important type of light-scattering which may be expected, namely, that which occurs at the boundaries of reflecting and refracting media, and is a surface-effect , due to the agitation of the boundary. So far as we are aware, very little experimental work has been hitherto published on the subject of this surface-scattering by perfectly clean liquid surfaces. That a substance in the special circumstances of the critical state when it has a vanishingly small surface-energy may exhibit an observable surface opalescence in addition to the familiar body opalescence, was suggested by Smoluchowski in his paper of 1908, on the thermodynamics of the critical state. Nothing seems to have been done to follow up this suggestion till 1913, when Mandelstam published some observations on the special case of the light incident on the boundary between the two layers of a mixture of carbon di-sulphide and methyl alcohol near the critical solution temperature, at which the liquid develops a milky opalescence. Mandelstam noticed that in directions not greatly removed from that of regular reflection from the interface there was also some scattered light, and conjectured from his somewhat meagre and qualitative observations, that the effect was analogous to that predicted by Smoluchowski for the critical state of a single liquid. Early in 1923, the present authors took up the general problem of the light-scattering from optical boundaries and succeeded in observing the bluish opalescence of the clean surfaces of transparent and metallic liquids and discovered the special polarisation effects exhibited for large angles of scattering. A preliminary communication was published in ‘Nature,’ August 25, 1923. Since then, the subject has been extensively developed, no fewer than sixty liquids being studied, and quantitative observations made of the intensity and polarisation of the scattered light for the widest range of angles of incidence and observation and for different physical conditions of the fluid. The work has established a quantitative relationship between the surface-opalescence and the surface-tension of liquids. In Paper I of the series, the case of metallic liquids will be dealt with. In Paper II, transparent fluids will be considered. In Paper III, the effect of contamination on the surface-opalescence of water and the special phenomena of the critical state will be described. In Paper IV, the theory of the phenomena will be discussed. A recent (purely mathematical) paper, by Gans, which appeared about a year after our preliminary announcement was published, may be mentioned in this connection.


2012 ◽  
Vol 450-451 ◽  
pp. 749-755
Author(s):  
Yu Guang Fu ◽  
Ming Yuan Wang ◽  
Hai Bo Ge ◽  
Lu Li

The sleeve-bolt connection and the groove-plate connection are two major forms of bamboo’s joints under tension and compression load, and the strength of these two connections is normally governed by the brittle failure mode of shearing-split. A new configuration of sleeve-cement bamboo joint is designed. Comparative loading tests were carried out to study the static tensile and compressive performances of the bamboo joints. It is found that the joint with sleeve-cement connection behaves more ductile under tension and possesses higher strength under compression than those with the sleeve-bolt and groove-plate connections. The sleeve-cement connection ensures effective transition of the axial load in the bamboo joint, and there are more to be optimized in its design.


Sign in / Sign up

Export Citation Format

Share Document