SIMULATION AND ANALYSIS OF BEAMS (original) (raw)

To Optimize the Deflection of Beams by Conducting Bending Test Using Ansys Workbench 15

International Journal of Scientific Research in Science, Engineering and Technology, 2019

The present work has been carried out to study the effect of the varying the load at different materials (Aluminium Alloy 7075-T6, stainless steel 305 and Structural Steel 345w) on deflection. The simply supported beam has been subjected to varying load 5000N – 10000N and cantilever beam has been subjected to varying load 500N-1000N. The result obtained is in form of Directional Deflection and Equivalent Stresses. This analysis is done by the ANSYS Workbench 15.0 software under the static structural analysis further this result has been optimized using TAGUCHI METHOD using MINITAB17.

Analysis of laboratory test beams

2017

The European research project SUREBridge (Sustainable Refurbishment of Existing Bridges) is developing a new concept for the structural strengthening of road bridges: glass fibre-reinforced polymer (GFRP) sandwich panels are installed on top of the existing concrete slabs; pre-stressed carbon fibre-reinforced polymer (CFRP) laminates are adhesively bonded to the bottom of the longitudinal girders. Laboratory tests were carried out on 6-m long beams subjected to four-point bending: one reference not strengthened concrete beam and three strengthened beams. Finite element models of the tested beams were developed by using the commercial software Straus7. A fibre model with BEAM and LAMINATE elements was defined with specific non-linear stress-strain curves for the confined and unconfined concrete, steel reinforcements, GFRP, and CFRP. The theoretical load-deflection curves obtained through non-linear static analyses showed very good matching with the experimental results.

Comparative Study on the Behaviour of Load Deflection Characteristics of Beam with Ansys

IAEME PUBLICATION, 2013

The fine aggregate which is obtained naturally is going on depleting day by day for the use in construction. Fine aggregate is used in construction as main constituents in concreting and for mortar used for brick masonry and stone masonry and for plastering of walls and ceilings. Most part of the fine aggregate is used in concreting. To prevent the depletion of fine aggregate, the partial replacement of fine aggregate is done by M- sand. It is obtained in crusher where course aggregate is obtained. This helps in useful disposal of crusher dust and also in saving of naturally obtaining fine aggregate. The mechanical properties of concrete by partial replacement of concrete by M-sand is done and compared with mechanical properties of partial replacement of cement by Fly ash. The load deflection curve and stress strain curve were drawn and studied. The mechanical properties of concrete by partial replacement of fly ash and recycled course aggregate were also compared.

COMPARATIVE ANALYSIS OF BEAMS BECAUSE OF SEISMIC LOADS FOR DIFFERENT MATERIALS

IAEME PUBLICATION, 2021

Beams are the most important members of any civil structures because they bear the loads which act on the structure and hence provide a safe and secure closed area for the human beings to live. Because of this ever-increasing importance of the beams, researchers have studied a lot about the beams in order to enhance their properties. One such effort has been made in the current paper to analyse the beams for different materials. One G+4 building structure has been considered here for the analysis which will be tested and validated for seismic loads. Two load combinations have been used and the beams have been analysed for maximum relative displacement, maximum positive moment, maximum negative moment and maximum positive shear force for four outer beams which are supposed to be affected the most because of seismic loading. Cross-section of the beams will remain the same and for the current analysis rectangular cross-section of 0.23 m x 0.3 m has been selected.

Determination of Stress and Deflection of Simply Supported Beam for Various Cross-Sections

The simply supported beam is a rigid structural element which has pinned support at one end and roller support at the other, and depending on the load applied, it undergoes shearing and bending. Basically, there are different types of beams, like cantilever beam, simply supported beam and in that there will be different types of cross-sections, like rectangular, circular etc. In this present work we have taken a simply supported beam and three cross-sections are selected and analysis is done and the stress and deflection of all the three cross-sections were found and tabulated. For carrying out the analysis Ansys workbench software is chosen.

Deflection of Beams

2016

Civil Engineering structural element testing and practical report submission.

DEFLECTION AND STRESS ANALYSIS OF A BEAM ON DIFFERENT ELEMENTS USING ANSYS APDL

This paper studies the maximum deflection and Von-Misses stress analysis of:- a) Simply Supported Beam and b) Cantilever Beam under two different types of loading. The theoretical calculations are done based on the general Euler-Bernoulli’s Beam Equation. The Computational Analysis is done on ANSYS 14.0 software. Comparing the Numerical Results with that of the ANSYS 14.0, excellent accuracy of the present method has been extracted and demonstrated. In ANSYS 14.0 accuracies of different elements are measured and it has been visualized and concluded that Beam 189 element is most suitable element for Beam Analysis as compared to the Beam 188 element and other Solid elements.