Analysis of corrugated web plates in bridge structures

Watanabe, Eiichi; Machimdamrong, C.; Utsunomiya, Tomoaki; Kano, Masato; Kadotani, Tsutomu

doi:10.1016/b978-0-12-823570-6.00021-5

Cited by 1 publication

(1 citation statement)

References 21 publications

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“…Experimental verifications that test the specimens into extremely nonlinear areas show that element model analysis may properly forecast the buckling consequences [6], [7]. As the number of steel strips grows, so does the restraining effect of steel strips, the energy dissipation capacity, and the plastic deformation performance of specimens [8], [9]. Increased self-tapping screw diameter and lowered self-tapping screw spacing enhanced the mechanical behaviour of MCJR substantially [10], [11].…”

Section: Introductionmentioning

confidence: 98%

Experimental Investigation on Behaviour of Folded Plate

Dhanabal¹,

Reddy

Sushmitha

2023

J. Mod. Mater.

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Persistence of research was towards the behaviour of folded plate. In this project, we used GGBS blended ferrocement concrete to cover a folded plate 600 mm x 1800 mm x 150 mm. Ferro cement is a building material that is emerging as an alternative for traditional RCC. According to prior research, folded plates are the most cost-effective and visually acceptable option for longer span roofs. First, we built the folded plate model in ANSYS and investigated its behaviour in terms of load versus deflection. Later, for experimental purposes, we cast a folded plate coated with GGBS mixed ferrocement concrete. The results of the experimental inquiry demonstrate that there was an improvement in flexural behaviour when compared to the traditional model. The same was verified using ANSYS findings. ANSYS analysis aids in comparing and summarising experimental data. Both the analytical and experimental inquiry results show that ferro cement structures are a good alternative to RCC since they are less costly and lighter. Because folded plates retain their effectiveness for a longer length of time when Ferro cement is utilised. Ferro cement has made the components smaller to support the load because ferro cement parts are high in stress when reinforcement is spread.

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