Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
An Efficiency Method for Assessment of Shear Stress in Prismatic Beams with Arbitrary Cross-Sections
The dimensions of a bearing structure tend to be designed as slender as possible to ensure aesthetics and to save material, which makes the structure more susceptible to damage caused by shear forces. When the structure is subjected to an earthquake, the shear failure is even the primary mode of failure. Research on shear stress has always been of great interest to scientists. This paper presents an efficient method for the assessment of the shear stress for prismatic beams with arbitrary cross-section. The numerical method implemented in a MATLAB environment is validated by analyzing five examples. The study shows the efficiency and reliability of the numerical method, which allows for more precise analysis and design of cross-sections. Therefore, significant savings of material can be reached, which will have a positive impact on our environment and which can help sustainable growth.
An Efficiency Method for Assessment of Shear Stress in Prismatic Beams with Arbitrary Cross-Sections
The dimensions of a bearing structure tend to be designed as slender as possible to ensure aesthetics and to save material, which makes the structure more susceptible to damage caused by shear forces. When the structure is subjected to an earthquake, the shear failure is even the primary mode of failure. Research on shear stress has always been of great interest to scientists. This paper presents an efficient method for the assessment of the shear stress for prismatic beams with arbitrary cross-section. The numerical method implemented in a MATLAB environment is validated by analyzing five examples. The study shows the efficiency and reliability of the numerical method, which allows for more precise analysis and design of cross-sections. Therefore, significant savings of material can be reached, which will have a positive impact on our environment and which can help sustainable growth.
An Efficiency Method for Assessment of Shear Stress in Prismatic Beams with Arbitrary Cross-Sections
Dang-Bao Tran (Autor:in) / Jaroslav Navrátil (Autor:in) / Martin Čermák (Autor:in)
2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Shear Lag Analysis due to Flexure of Prismatic Beams with Arbitrary Cross-Sections by FEM
BASE | 2021
|Shear resistance of reinforced concrete beams with non-prismatic sections
Tema Archiv | 1983
|Elastic shear analysis of general prismatic beams
Engineering Index Backfile | 1968
|Some Vector Formulas for the Bending and Shearing of Prismatic Beams with Arbitrary Cross Section
Online Contents | 1995
|Experimental investigation of the shear force capacity of prismatic cross laminated timber beams
Elsevier | 2024
|