Results 131 to 140 of about 83,057 (306)

Numerical analysis of seismic performance of steel-reinforced recycled aggregate concrete-filled square steel tube columns

open access: yesJournal of Asian Architecture and Building Engineering
Steel-reinforced recycled aggregate concrete-filled square steel tube columns (SSTSRRC) represent a novel composite structural form with excellent load-bearing capacity and energy dissipation performance, making them suitable for structures with high ...
Yi Liu   +4 more
doaj   +1 more source

Prediction of Surface Topography Parameters in Direct Laser Interference Patterning of Stainless Steel Using Infrared Monitoring and Convolutional Neural Networks

open access: yesAdvanced Engineering Materials, EarlyView.
This study presents an infrared monitoring approach for direct laser interference patterning (DLIP) combined with a convolutional neural network (CNN). Thermal emission data captured during structuring are used to predict surface topography parameters.
Lukas Olawsky   +5 more
wiley   +1 more source

Lightweight Aggregate Concrete Beams. Load-bearing Capacity.

open access: yes, 1997
This paper deals with the load-bearing capacity of reinforced beams made of lightweight aggregate concrete with open structure and documents formulas for the moment capacity as well as the shear force ...
Larsen, Henning   +2 more
core  

Study on bearing capacity of Mortise-tenon and joint-flange concrete assembled foundation of transmission line under combined load.

open access: yesPLoS ONE
Mortise-tenon and joint-flange assembled foundation has excellent application as a new type of slab concrete assembled foundation, but there is a lack of research on its bearing capacity.
Xin Hu   +4 more
doaj   +1 more source

A Numerical–Experimental Approach for Multi‐Matrix Fiber‐Reinforced Plastics Characterization Using Finite Element Model Updating

open access: yesAdvanced Engineering Materials, EarlyView.
A numerical–experimental framework is developed for characterizing multi‐matrix fiber‐reinforced polymers (MM‐FRPs) combining epoxy and polyurethane matrices. Harmonic bending tests are integrated with finite element model updating (FEMU) to simultaneously identify elastic and viscoelastic material parameters.
Rodrigo M. Dartora   +4 more
wiley   +1 more source

Bearing Capacity of Eccentrically Loaded Surface Footings on Sand

open access: yesSoils and Foundations, 1981
ABSTRACT A limited number of laboratory model test results for the ultimate bearing capacity of eccentrically loaded rough surface footing on a sand layer with a rough rigid base at a limited depth have been presented. The model footing has a length-to-width ratio of three.
openaire   +2 more sources

Evaluating Energy Absorption Performance of Filled Lattice Structures

open access: yesAdvanced Engineering Materials, EarlyView.
Maximum stress must be considered to robustly evaluate energy absorber designs. This approach was applied to compare all types of absorbers in a single Ashby diagram and determine the utility of filling lattice voids with a second material. High‐performance fillers can improve the performance of lattices that are limited by buckling or catastrophic ...
Christian Bonney   +2 more
wiley   +1 more source

Toward high load bearing capacity and corrosion resistance Cr/Cr2N nano-multilayer coatings against seawater attack

open access: yes, 2015
Cr/Cr2N nano-multilayer coatings with varied individual thickness of Cr2N layer were fabricated on 316L stainless steel substrates by multi-arc ion plating system.
Wang, Yongxin   +3 more
core  

Load carrying capacity enhancement of thrust bearing

open access: yes, 2009
The Master Thesis describes knowlege in thrust bearings with solid segments. Contains analysis of thrust bearing used in NR/20SJ turbochargers. Further designs new thrust bearing with enhancement of load carrying capacity.
Tomek, Ondřej
core   +1 more source

Features of geotechnical testing of square section piles in seasonally frozen soils

open access: yesSmart Construction and Sustainable Cities
This study compares the bearing capacity results of piles obtained through static and dynamic load tests, using different safety factors. The Static Load Test (SLT) based on GOST standards indicated a bearing capacity of 1400 kN.
Askar Zhussupbekov   +2 more
doaj   +1 more source

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