Results 21 to 30 of about 287,651 (308)

Study on calculation method of bending moment and deflection of underlying layer under soil pressure

open access: yes矿业科学学报, 2022
Surface layer is an important part of foundation pit supporting system. For the purpose of designing the surface layer reasonably, this paper established a forced model of the surface layer by using the small deflection bending theory of thin plate, and ...
Wang Xueqing   +2 more
doaj   +1 more source

Effect of Eccentricity in Sandy Slope of Laterally Loaded Single Pile

open access: yesCivil and Environmental Engineering, 2019
An experimental study was proposed to understand the behaviour of single pile in sloping ground with various eccentricity. Cohesionless soil was used for conducting experiments with a horizontal ground and with a slope of 1V:2H. With calculated stiffness
Sivapriya S.V.   +4 more
doaj   +1 more source

Analysis of a typical railway turnout sleeper system using grillage beam analogy [PDF]

open access: yes, 2012
A simplified grillage beam analogy was performed to investigate the behaviour of railway turnout sleeper system with a low value of elastic modulus on different support moduli.
Aravinthan, Thiru   +3 more
core   +1 more source

Experimental investigation on cold-formed steel beams under pure bending [PDF]

open access: yes, 2012
This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure bending action. Two channel sections are bolted back-to-back to form an I-shape structural beam member. A series of six experiment tests were carried out on
Lee, Yee Ling   +2 more
core   +1 more source

Lateral Dynamic Characteristics of Riser Under Wave-Current Load During Running and Installation

open access: yesShiyou jixie, 2023
In order to study the lateral dynamic displacement and lower bending moment variation of the marine riser during running and installation, the lateral dynamic load equation and wave-current load equation were established.Based on the analysis of grid ...
Sun Qiaolei   +5 more
doaj  

Non-uniform torsion of thin-walled open-section multi-span beams [PDF]

open access: yesИнженерно-строительный журнал, 2016
In the article a calculation of the bending moment and bimoment for different occasions single- and multi-span continuous thin-walled channel section beams using B.P.E. Clapeyron and N.L. Kuzmin methods have been made.
A.D. Pavlenko   +3 more
doaj   +1 more source

Bending moment resistance of t-type joints reinforced with basalt and glass woven fabric materials

open access: yesMaderas: Ciencia y Tecnología, 2021
This study investigated the bending moment resistance of T-type, two-pin dowel joints connected with Scotch pine dowel (Pinus slyvestris), beech dowel (Fagus orientalis), chestnut dowel (Castanea sativa) and oak dowel (Quercus petraea) and reinforced ...
Abdurrahman Karaman
doaj  

Response of sharp-notched circular tubes under bending creep and relaxation

open access: yesMechanical Engineering Journal, 2014
In this paper, the response of sharp-notched circular tubes with notch depths of 0.2, 0.4, 0.6, 0.8 and 1.0 mm subjected to bending creep and relaxation are investigated.
Kuo-long LEE   +2 more
doaj   +1 more source

Investigating the Effectiveness of a Composite Patch on Repairing Pipes Subjected to Circumferential Cracks under Combined Loadings [PDF]

open access: yesIranian Journal of Oil & Gas Science and Technology, 2019
The purpose of this study is to investigate bending moment and the axial load capacity of a pressurized pipe suffering from a through-wall circumferential crack repaired by a composite sleeve. The three-dimensional finite element method (FEM) was adopted
Gholamreza Rashed   +2 more
doaj   +1 more source

Descriptions of reversed yielding in bending [PDF]

open access: yes, 2007
Existence of Bauschinger effect in bending-unbending of copper beams has been shown from experiment. In modelling of the Bauschinger effect, it is shown that a significant second plastic penetration can occur with the release of the moment required for ...
Bauschinger J.   +4 more
core   +1 more source

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