Development of Analytical Method to Determine the Deflection of Tapered Cantilever Beam with Inclined Loading Condition Using Software Simulation

Joshi, Kishan H.; Patel, Chetankumar

doi:10.1007/978-981-10-0135-2_27

Cited by 2 publications

(2 citation statements)

References 7 publications

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“…MATLAB was used for solving the complex second-order differential equation. Creo Simulate software and FEA using FRAME elements in EXCEL were used for the verification of the analytical method [10].…”

Section: Web-based 2d Structural Analysis Educational Softwarementioning

confidence: 99%

Development of a Computer Aided Beam Deflection Analysis (CABDA) Program for Simply Supported Loaded Beams

Ibhadode

Dagwa

Asibor

et al. 2017

JERA

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Beam-like members such as shafts, levers, frame components, beam structures, etc. are regularly designed and constructed in the field of mechanical and civil engineering. It is pertinent to know the structural integrity of the design before construction or fabrication. Beam deflection and stress calculations can be cumbersome and results from commercial simulation packages are not devoid of truncation and/or round-off errors because they are based on numerical schemes. To reduce or eliminate these issues, a computational tool, CABDA, has been designed and developed on matlab. The algorithm is based on analytic equations of beam deflection and bending stress theories; a design flow chart and graphic user interface were done to implement the algorithm. Experiments and simulations have been carried out for steel and brass rectangular beams which were compared with results obtained from CABDA for the same beam model. Average deflection errors recorded for steel beam are-0.4 and-0.015; for brass beam are-0.69 and-0.1 for experiment and simulation respectively. Average bending stress error recorded is-0.19 for simulation. It is observable that simulation results compare closely but CABDA gives exact results and therefore is very appropriate for simple beam problems.

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Section: Web-based 2d Structural Analysis Educational Softwarementioning

confidence: 99%

Development of a Computer Aided Beam Deflection Analysis (CABDA) Program for Simply Supported Loaded Beams

Ibhadode

Dagwa

Asibor

et al. 2017

JERA

View full text Add to dashboard Cite

show abstract

“…Since the 1940s, structural engineers have attempted to find new ways to reduce the cost of steel structures. Due to limitations on maximum allowable deflections (Joshi and Patel, 2016), the high strength properties of structural steel cannot always be used to their best advantage. Hence, castellated and cellular beams have been used recently (Morkhade and Gupta, 2019a; Morkhade and Gupta, 2019b).…”

Section: Introductionmentioning

confidence: 99%

The nonlinear analysis of tapered steel section with opening due to the effects of bending behavior

De’nan,

Hashim,

Mohamad Razak

2023

WJE

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Purpose Tapered steel sections are widely used in house building design due to their structural efficiency and aesthetic appearance. Due to the practical usage of web tapering specifications in the metal building industry, fabrication and material expenses are analyzed to achieve geometric and economic productivity. The purpose of this study is to investigate the effectiveness of utilizing web profiles with openings in reducing the weight of steel beams. Design/methodology/approach In this paper, the nonlinear analysis of the bending behavior of a tapered steel section with an opening was studied by finite element analysis. The results were then compared with those of the tapered steel section without an opening in terms of displacement and yield moment. Findings The bending capacity of a tapered steel section was analyzed using finite element analysis. Results showed that the tapered steel section without openings had a higher bending capacity compared to the section with various sizes of web openings. The results also showed that decreasing the number of openings would increase the bending capacity, whereas increasing the size of the opening would decrease it. The difference in the yield moment between the tapered steel section with and without openings was only 15.818%. A total of 60 nonlinear analyses were conducted to investigate the effect of the number and size of web openings, flange thickness and web thickness on the bending behavior. However, this study showed that web opening with octagon shape and 0.6D size of web opening, where D is the depth of section, showed the best section in terms of yield moment and volume reduction compared to other opening size and shape. Originality/value It is also found that tapered steel section has better moment resistance in thicker flange and web. The study is valuable for engineers and designers who work with steel structures and need to optimize the performance of tapered steel sections with web openings.

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Development of Analytical Method to Determine the Deflection of Tapered Cantilever Beam with Inclined Loading Condition Using Software Simulation

Cited by 2 publications

References 7 publications

Development of a Computer Aided Beam Deflection Analysis (CABDA) Program for Simply Supported Loaded Beams

Development of a Computer Aided Beam Deflection Analysis (CABDA) Program for Simply Supported Loaded Beams

The nonlinear analysis of tapered steel section with opening due to the effects of bending behavior

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