Results 21 to 30 of about 3,311,782 (280)

Impact of flange geometry on the ultimate axial load capacity of V-band clamps [PDF]

open access: yes, 2010
Modern turbochargers typically comprise a body in three parts; the turbine and compressor housings and the bearing housing. The preferred method of joining these three parts, in automotive applications, is to use a band clamp with a flat bottomed V ...
Barrans, Simon, Muller, Matthias
core   +4 more sources

Performance studies of oil lubricated helical groove journal bearing [PDF]

open access: yes, 1992
This thesis was submitted for the degree of Doctor of Philosophy and awarded by Brunel University.The provision of helical grooves on the surface of a plain journal bearing can improve the stability of a rotor-bearing system.
Khan, Muhammad Zubair
core   +7 more sources

Test and Numerical Analysis on Damaged Steel Beam Strengthened with Prestressed CFRP Sheet

open access: yesAdvances in Civil Engineering, 2021
This paper presents the experimental and numerical analysis of damaged steel beams strengthened with prestressed CFRP sheet or only strengthened with CFRP sheet.
Wenyu Hou, Fengchi Wang, Lianguang Wang
doaj   +1 more source

Ultimate bearing capacity of strip footings placed near slopes determined by rigorous slip line field theory

open access: yesYantu gongcheng xuebao, 2021
Calculating the ultimate bearing capacity of strip footings placed near slopes has long been a critical component in geotechnical design. In order to obtain the accurate solution of this issue, the statically and kinematically admissible conditions ...
LI Cheng-chao 1, 2, GUAN Yun-fei 1, CAI Zheng-yin 1, JIANG Peng-ming 2, HAN Xun 1
doaj   +1 more source

Upper Bound Solution Analysis of the Ultimate Bearing Capacity of Two–Layered Strip Foundation Based on Improved Radial Movement Optimization

open access: yesApplied Sciences, 2023
Considering the change of different soil layer parameters of a two–layered strip foundation, a planar kinematically permissible multi–block failure mechanism of a two–layered strip foundation under vertical uniform load is formulated.
Liangxing Jin, Tian Qin, Pingting Liu
doaj   +1 more source

INVESTIGATION OF STABILITY OF ENGINEERING PROJECTS USING SEISMIC REFRACTION TECHNIQUE [PDF]

open access: yesGeological Behavior, 2020
Seismic refraction survey was conducted at Ibiono Ibom Local government area of Akwa Ibom State, Nigeria, using 12 channels ES 3000S enhancement seismograph.
Mfoniso U. Aka   +4 more
doaj   +1 more source

Ultimate axial load capacity of v-band clamp joints. [PDF]

open access: yes, 2009
Band clamps with a flat bottomed V-section are used to connect a pair of circular flanges to provide a joint with significant axial strength. Despite the wide application of V-band clamps, their behaviour is not fully understood and the ultimate axial ...
Barrans, Simon, Muller, M
core   +4 more sources

Research on Uplift Bearing Performance of Assembled Steel Pipe Pile used in Transmission Lines in Mountainous Terrain [PDF]

open access: yesMATEC Web of Conferences, 2019
Assembled steel pipe pile, which is a novel pile foundation, is developed in the paper. The ultimate uplift bearing capacity of the pile is proposed, and simulation by Plaxis3D and the corresponding experiment are performed to verify the theory.
Zhou Kun   +3 more
doaj   +1 more source

Prediction of Ultimate Bearing Capacity of Skirted Footing Resting on Sand Using Artificial Neural Networks [PDF]

open access: yesJournal of Soft Computing in Civil Engineering, 2018
The paper presents the prediction of ultimate bearing capacity of different regular shaped skirted footing resting on sand using artificial neural network.
Rakesh Dutta   +2 more
doaj   +1 more source

Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils [PDF]

open access: yes, 2012
A slip-line field solution is presented for the ultimate bearing capacity of the pipeline on a purely-cohesive clay soil, taking into account the circular configuration of the pipe, the pipe embedment, and the pipe-soil interfacial cohesion.
Gao FP(高福平)   +2 more
core   +1 more source

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