Effect of Eccentricity in Sandy Slope of Laterally Loaded Single Pile
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
Non-uniform torsion of thin-walled open-section multi-span beams [PDF]
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
Lateral Dynamic Characteristics of Riser Under Wave-Current Load During Running and Installation
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
Bending moment resistance of t-type joints reinforced with basalt and glass woven fabric materials
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
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]
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
Buckling of Double-T Construction Elements for Bridges in Case of Complicated Loading
This paper analyzes the stability of double-T elements with complicated loading under bending moment and extra torsional moment. In case of simple bending, long elements and elements of small cross-section are under bending and torsion moments.
Antanas Žiliukas
doaj +1 more source
Under embankment load, subgrade tends to produce large lateral deformation, and it is necessary to adopt reasonable lateral restraint structures. Positive-negative inclined double-row piles have been studied in foundation pit engineering, but are rarely ...
Dequan ZHOU +4 more
doaj +1 more source
Analytical solution of the peak bending moment of an M boom for membrane deployable structures
A deployable M cross section thin-walled boom (M boom) can be flattened and coiled elastically around a hub; and can then be self-deployed by releasing the stored strain energy.
Hui Yang +4 more
semanticscholar +1 more source
Bolted circular flange connections under static bending moment and axial force
The available design rules to evaluate the force distributions in the tension and the compression parts of bolted circular flange connections under bending moment and axial are often based on the beam theory which is not adequate.
M. Couchaux +3 more
semanticscholar +1 more source

