Nonlinear FEM 2D failure onset prediction of composite shells based on 6-parameter shell theory

Chróścielewski, Jacek; Sabik, Agnieszka; Sobczyk, Bartosz; Witkowski, Wojciech

doi:10.1016/j.tws.2016.03.024

Cited by 28 publications

(6 citation statements)

References 37 publications

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“…The precision of numerical results was sufficient and relatively low computational effort was required. It is worth mentioning that the ESL was also found to be used in more sophisticated approaches of shell structures analysis [32]. Nevertheless, details of the shell model are not described in this paper, because the article is focused mainly on non-destructive testing, application of SHM, and results measured by the used sensor networks.…”

Section: Description Of the Analyzed Bridge-structural Solution Matementioning

confidence: 99%

Short and Long Term Measurements in Assessment of FRP Composite Footbridge Behavior

2020

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The paper presents application of different sensors for the purpose of short and long term measurements, as well as a structural health monitoring (SHM) system to assess the behavior of a novel fiber reinforced plastics (FRP) composite footbridge. The aim is to present a thorough and concise description of these sensors networks and results gathered with their aid during in situ measurement of strains, displacements, and vibrations, as only a few works are available in this field. The bridge geometry, material solutions, and properties are described at first. Then the measurement devices composing the system and subsystems of sensors are elaborated on. Subsequently, the bridge research program is described and the results are shown and discussed. Finally, it is concluded that the use of selected sensors is helpful in assessment of the behavior of the novel structure, and moreover in validation of its numerical models. The collected data confirmed many assumptions made during the bridge design process and allowed us to accept it for exploitation.

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Section: Description Of the Analyzed Bridge-structural Solution Matementioning

confidence: 99%

Short and Long Term Measurements in Assessment of FRP Composite Footbridge Behavior

2020

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“…Both static analysis and dimensioning were performed in SOFiSTiK the FEM-based computational environment [10][11][12]. The global three-dimensional computational model of the bridge (Fig.…”

Section: Structural Analysis 31 Global Static Analysismentioning

confidence: 99%

Computational simulations of the cable-stayed bridge over the Vistula River in Krakow

Topolewicz

Topolewicz²

2018

MATEC Web Conf.

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This article presents the execution method of a cable stayed bridge over the Vistula River in Krakow together with FEM-based computational simulations carried out during the design process. The performed calculations concern the global system in its final stage and in the construction stages as well as local analysis of construction details. The obtained results made it possible to work out efficient solutions that contribute to a significant reduction of the project cost and execution time shortening.

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“…Computational simulations of behaviour of the structure was performed in linear elastic range as well as non-linear one by using the finite elements method [4], [5]. In the context of applicability of the FEM a formal analysis of the solution convergence was made.…”

Section: Design Process and Load Testmentioning

confidence: 99%

Technical Monitoring System for a New Part of Gdańsk Deepwater Container Terminal

Miśkiewicz

Pyrzowski

Wilde

et al. 2017

Polish Maritime Research

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Nonlinear FEM 2D failure onset prediction of composite shells based on 6-parameter shell theory

Cited by 28 publications

References 37 publications

Short and Long Term Measurements in Assessment of FRP Composite Footbridge Behavior

Short and Long Term Measurements in Assessment of FRP Composite Footbridge Behavior

Computational simulations of the cable-stayed bridge over the Vistula River in Krakow

Technical Monitoring System for a New Part of Gdańsk Deepwater Container Terminal

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