Bending Behavior on Beam with Supporting Part

Abstract

Equipment used to help road users during road maintenance activities is called a flexible bridge. It helps maintain the accessible area of the road when repairs occur. Collapse has occurred sometimes at frame when bending load exceeds the yield strength. In addition to increase the ability of the structure and avoid buckling added a link as damper. Parameters of the absorber are stiffness rate, and elongation of link. A simple square tube beam model supported by a link was created to investigate the bending behavior using finite element analysis. The analysis result showed that beam supported by a link able to reduce buckling moreover provides longer curvature than beam without a link.

Sitting Volleyball Learning Model: A Study On Disabled Student Aged 10– 12 Years In Indonesıan Context

“…Education is the most important investment for a nation, especially for a developing nation (Arsyadiantiny et al, 2023). In Indonesia as a developing nation, the principle of equal education has been put into practice, particularly concerning students with special needs.…”

An Ensemble Neural Network for Damage Identification in Steel Girder Bridge Structure Using Vibration Data

“…Artificial neural networks (ANNs), which simulate the human nervous system to learn in situations with uncertainty and inaccuracy, are very useful for solving inverse problems, and have been commonly used for structural damage detection in the past decades with varied success [5][6]. These capabilities make ANN a flexible and powerful machine learning technique for vibrational damage detection purpose.…”

Numerical Parametric Study on the Cyclic Performance of Trapezoidally Corrugated Steel Shear Walls

“…Several kinds of research have shown that using stiffened and unstiffened steel plates can affect the load capacity, ductility, and energy dissipation capacity of the steel walls [1][2][3][4][5][6][7][8][9][10][11][12]. Using corrugated steel plates, in the shape of trapezoids, as stiffened infilled steel plates has been of interest to researchers [13][14][15][16][17][18][19][20][21][22][23][24][25][26]. The influence of different parameters such as corrugation shape, corrugation angle, and opening size, and position on the behavior of the corrugated steel shear walls (CSSW) have been investigated through several experimental and numerical studies.…”