scholarly journals Effect of elbow flexion angles on stress distribution of the proximal ulnar and radius bones under a vertical load: measurement using resistance strain gauges

Author(s):  
Zhi-Tao Rao ◽  
Feng Yuan ◽  
Bing Li ◽  
Ning Ma
2018 ◽  
Vol 12 (4) ◽  
pp. 91-100 ◽  
Author(s):  
Daniele CORTIS ◽  
Stefano GIULIANELLI ◽  
Gabriele MALAVASI ◽  
Stefano ROSSI

2019 ◽  
Vol 9 (10) ◽  
pp. 1998
Author(s):  
Hsuan Lung ◽  
Jui-Ting Hsu ◽  
Aaron Yu-Jen Wu ◽  
Heng-Li Huang

Dental implants designed with platform switching have been used clinically to reduce crestal bone resorption. The aim of this study was to determine the biomechanical effects of loading types, diameter of platform, and implant diameter in bone strain around immediately loaded implants with platform switching concept. Platform-switching features of dental implants with various diameters of implant body and implant platform (named as RP5.0, RP4.3, and NP3.5) were inserted into artificial bone blocks. The initial implant stability was confirmed using a Periotest device before the loading test. Rosette strain gauges were placed on the alveolar region around the implants, and peak values of the bone strain during a 190-N vertical load or 30-degree lateral load were measured by a data acquisition system. The Kruskal-Wallis test and post-hoc pairwise comparisons were performed as statistical analyses. The median Periotest values of the RP5.0, RP4.3, and NP3.5 implants ranged from −6.59 to −7.34. The RP5.0 implant always showed the lowest bone strain around the implant, regardless of whether a vertical or lateral load was applied. Relative to the RP4.3 and NP3.5 implants, the RP4.3 implant produced a higher bone strain (by approximately 8%) under a vertical load but a lower bone strain (by approximately 25%) under a lateral load. This study confirmed that using a wider implant could relieve the bone strain around an immediately loaded implant with platform switching concept especially under lateral loading.


1980 ◽  
Vol 25 (91) ◽  
pp. 175-182
Author(s):  
G. V. B. Cochran

AbstractIncreasing interest is being directed toward studies involving measurement of strain and strain-rates in sea and glacier ice. A number of techniques for obtaining these data over gauge lengths ranging from 1 m to several kilometers have been reported, but there has been little experience with shorter lengths. Use of commercially available electrical resistance strain-gauges (length 5–20 cm) intended for embedment in concrete offers a new approach in which multiple gauge, two- and three-dimensional arrays can be installed in ice with minimum effort and monitored with portable equipment. This report describes a pilot study designed to demonstrate the use of three types of electrical resistance strain gauges in sea ice under exposed field conditions. Results include detection of variations in strain fields related to tidal currents.


2016 ◽  
pp. 93-106
Author(s):  
Marcin SZCZEPANIAK ◽  
Piotr KRYSIAK ◽  
Janusz Śliwiński ◽  
Andrzej WOJCIECHOWSKI ◽  
Patrycja WOJCIESZYŃSKA

The paper presents calculations and a real model for a vessel transporting goods with explosive materials. Two options of the vessel were fabricated. An extreme value of pressure at the blast wave-front generated by the explosion of 1 kg TNT inside the vessel was determined at the beginning. Then analytical calculations of stress values for vessel frame were conducted. In order to verify the stress level, strain gauges have been attached to the surface of structural members. In the next stage experimental tests were conducted on the proving ground by ex-plosion of 1 kg of TNT inside the vessel. Deformations were measured at the tests. An analysis of measured data is illustrated in diagrams of stress distribution versus time.


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