Results 31 to 40 of about 14,669 (134)

Lateral distortional buckling of cellular composite-beams

open access: yesRevista IBRACON de Estruturas e Materiais, 2018
In the region of negative bending moments of continuous and semi-continuous steel and concrete composite beams, the inferior portion of the steel section is subjected to compression while the top flange is restricted by the slab, which may cause a global
A. D. PIASSI   +3 more
doaj   +2 more sources

Influence of Foundation Rigidity on the Structural Response of Mat Foundation

open access: yesAdvances in Civil Engineering, 2021
A mat is a type of shallow foundation that is appropriate for structures supported on soil having relatively low bearing capacity or excessive settlement.
Sami W. Tabsh, Magdi El-Emam
doaj   +1 more source

Local buckling responses of large-diameter pipelines with girth weld misalignment

open access: yesMaterials & Design
As a key connection component of large-diameter transmission pipelines, the geometric configuration of girth welds can markedly influence the overall stability. However, frequently encountered misalignment can reduce the buckling capacity of pipelines. A
Yanfang Hou   +3 more
doaj   +1 more source

An Experimental Study of Plastic Hinges and Joints in Thin-Walled Tubes

open access: yesEngineering Transactions, 1981
The paper discusses various modes of plastic failure of thin-walled prismatic tubes subjected to comparison and/or bending with particular application to the design or safe bus underframe and superstructure.
M. Matolcsy
doaj  

The Characteristic Transient Response of a Pressurized Cantilever Pipe Subjected to Transverse Impact at Its Tip

open access: yesShock and Vibration, 2019
This paper describes an experimental study on the pure bending mechanical behavior of a pressurized pipe and adoption of a measured moment-curvature relationship under different working conditions in numerical simulations for transient pipe-whip ...
Feng Liu, Yuchao Yang, Yuelei Wu
doaj   +1 more source

Research on Buckling Failure Mechanism and Critical Load of Bimetallic Composite Pipe

open access: yesShiyou jixie
In order to investigate the buckling failure mechanism of bimetallic composite pipe,the ABAQUS software was used to build a finite element model of it.Then,considering the existence of residual stresses during forming,the variation laws of bending moment,
肖世轩   +4 more
doaj  

RESEARCH ON THE AXIAL CARRYING CAPACITY OF ANGULAR CONTACT BALL BEARINGS BASED ON COMBINED LOADS

open access: yesJixie qiangdu, 2015
Aim at difficulty to calculate the angular contact ball bearings’ axial carrying capacity in combined loads,considering the different of every roller suffered load and the actual contact angle,using deformation coordination principle and Hertz contact ...
YAN Cheng   +4 more
doaj  

Fatigue Load Analysis of Yawed Wind Turbines Considering Geometric Nonlinearity of Blades

open access: yesEnergies
Fatigue damage of yawed wind turbine components can be caused by repeated long-term unsteady asymmetric inflow loads across the rotor swept area, necessitating fatigue load analysis to ensure the in-operation safety of wind turbines.
Dereje Haile Hirgeto   +3 more
doaj   +1 more source

Leak-before-break analysis of thermally aged nuclear pipe under different bending moments

open access: yesNuclear Engineering and Technology, 2015
Cast duplex stainless steels are susceptible to thermal aging during long-term service at temperatures ranging from 280°C to 450°C. To analyze the effect of thermal aging on leak-before-break (LBB) behavior, three-dimensional finite element analysis ...
Xuming Lv   +6 more
doaj   +1 more source

Internal Force Analysis and Prediction of Permanent-temporary Combined Prefabricated Underground Station Main Structures

open access: yesChengshi guidao jiaotong yanjiu
ObjectiveThe permanent-temporary combined construction technology takes the support structure as a permanent one to jointly bear loads, without dismantling or replacing struts.
Hao ZHOU   +6 more
doaj   +1 more source

Home - About - Disclaimer - Privacy