Critical Buckling load Analysis of Truck Chassis Using Arclength Method

Hedayati, Ehsan; Hedayati, Arefeh; Vahedi, Mohammad

doi:10.7603/s40632-015-0018-3

Cited by 4 publications

(3 citation statements)

References 9 publications

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“…Then, they studied the compressive performance of that whole member. Hedayati et al (2015) executed a critical buckling load analysis of a truck chassis with an arc-length method and the effect of replacing conventional steel with stainless steel in a critical point of the truck chassis.…”

Section: Literature Reviewmentioning

confidence: 99%

Stability, Stress and Strain Analysis of Very Slender Pinned Thin-Walled Box Columns according to FEM, Euler and TSTh

Murawski¹,

Wahrhaftig²

2021

American Journal of Engineering and Applied Sciences

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In this study, a Finite Element Method (FEM) analysis is presented for the loss of stability in elastic states of very slender pinned without friction box-section thin-walled column axially compressed. From the FEM buckling linear stress analyses are determined the compressing critical forces for 36 cases, presented in tables and as the surface functions in dependence on the slenderness ratio and cross-section. Also are presented graphs obtained from the FEM post-buckling linear stress analysis for the elastic central line, slope, deflection and states of the stresses and strains of the box-section column 202812500 mm made of steel, by the assumption that a maximal deflection equals the half of a side dimension. The obtained from the FEM computing function and surface graphs are compared and then discussed with graphs corresponding to Euler's and Technical Stability Theory (TSTh) results. Finally are compared graphs of the stresses and strains of box-section thin-walled column 202812500 obtained from FEM and TSTh, but under compressing critical force determined according to TSTh.

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Section: Literature Reviewmentioning

confidence: 99%

Stability, Stress and Strain Analysis of Very Slender Pinned Thin-Walled Box Columns according to FEM, Euler and TSTh

Murawski¹,

Wahrhaftig²

2021

American Journal of Engineering and Applied Sciences

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“…The analysis is carried out to see the bending of the structure when it is given a load. The chassis is usually defined as the frame (backbone) of the car and is the most important part that buckles (Hedayati et al, 2015). Therefore, the right type of material profile must be selected so that it can withstand dynamic and static loads.…”

Section: Introductionmentioning

confidence: 99%

Buckling analysis on various material profiles for truck chassis of ladder frame type

Tin

Tun

2022

JEREL

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Chassis is the most important part of a truck, because it is closely related to the safety and weight of the truck. The profiles used for truck chassis differ as follows: C-channel, U-channel and rectangular tube. This study aims to reveal the most ideal profile for use as a truck chassis. The study was conducted using finite element analysis. The study conducted was buckling analysis. The variables observed for each test profile are free vibration, buckling safety factor, and deformation scale. the C channel profile is most ideal for use as a truck chassis. The simulation results show that the C channel profile has a buckling safety factor > 1 and the smallest average deformation occurs in each shape mode. The U channel profile has a light weight, but the deformation that occurs in each shape is greater than that of the C channel. The rectangular tube profile has the greatest safety factor in each shape mode, but has the largest deformation scale and weight.

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“…Recently, many researchers reported the structural, magnetic, and electrical properties of Ni-Zn ferrites and/or substituted Ni-Zn ferrites in bulk [6,12,13,[19][20][21][26][27][28] and nano forms. [16,[22][23][24] The properties of the Ni-Zn ferrites can be changed remarkably by substitution of tetravalent ions such as Ti 4+ and Sn 4+ . Investigations on the substitution of Sn 4+ have been reported by many researchers.…”

Section: Introductionmentioning

confidence: 99%

Magnetic properties of Sn-substituted Ni–Zn ferrites synthesized from nano-sized powders of NiO, ZnO, Fe ₂ O ₃ , and SnO ₂

Ali¹,

Uddin²,

Khan³

et al. 2017

Chinese Phys. B

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Critical Buckling load Analysis of Truck Chassis Using Arclength Method

Cited by 4 publications

References 9 publications

Stability, Stress and Strain Analysis of Very Slender Pinned Thin-Walled Box Columns according to FEM, Euler and TSTh

Stability, Stress and Strain Analysis of Very Slender Pinned Thin-Walled Box Columns according to FEM, Euler and TSTh

Buckling analysis on various material profiles for truck chassis of ladder frame type

Magnetic properties of Sn-substituted Ni–Zn ferrites synthesized from nano-sized powders of NiO, ZnO, Fe ₂ O ₃ , and SnO ₂

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Critical Buckling load Analysis of Truck Chassis Using Arclength Method

Cited by 4 publications

References 9 publications

Stability, Stress and Strain Analysis of Very Slender Pinned Thin-Walled Box Columns according to FEM, Euler and TSTh

Stability, Stress and Strain Analysis of Very Slender Pinned Thin-Walled Box Columns according to FEM, Euler and TSTh

Buckling analysis on various material profiles for truck chassis of ladder frame type

Magnetic properties of Sn-substituted Ni–Zn ferrites synthesized from nano-sized powders of NiO, ZnO, Fe 2 O 3 , and SnO 2

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Product

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Magnetic properties of Sn-substituted Ni–Zn ferrites synthesized from nano-sized powders of NiO, ZnO, Fe ₂ O ₃ , and SnO ₂