Long term performance study of glass reinforced composites with different resins under marine environment

2017 ◽  
Vol 18 (1) ◽  
pp. 122-130 ◽  
Author(s):  
Praveen Kumar Mungamurugu ◽  
Pramod Marru ◽  
Hafijul H. Sardar ◽  
Swati Neogi
2001 ◽  
Vol 39 (10) ◽  
pp. 17-24
Author(s):  
H. Hamada ◽  
T.U. Mohammed ◽  
T. Yamaji ◽  
H. Watanabe

2016 ◽  
Vol 20 (1) ◽  
pp. 51-68 ◽  
Author(s):  
Chunsheng Wang ◽  
Lan Duan ◽  
Musai Zhai ◽  
Yuxiao Zhang ◽  
Shichao Wang

To ensure structural sustainability, it is necessary to conduct steel bridge long-term performance study, including bridge design, evaluation, maintenance, and reinforcement technology. The research on steel bridge long-term performance is introduced in four aspects: (1) fatigue performance experimental study for full-scale orthotropic steel bridge decks in laboratory to study its fatigue failure mechanism, in order to improve fatigue design methodology and find rational reinforcement and maintenance method; (2) conducting steel bridge out-of-plane distortion-induced fatigue performance study, and developing cold reinforcement method; (3) performance study for base material and typical joint under long-term vehicle and environmental effect in aging steel bridges, and safety assessment and maintenance of existing steel bridge; (4) temperature gradient monitoring for steel box girder model to build the temperature design mode. Meantime, in-situ tests and monitoring are conducted for steel bridge long-term performance detection, assessment, and maintenance. The study results in this article build the research framework of steel bridge long-term performance preliminarily, which is the basis for steel bridge sustainable design, maintenance, and cold reinforcement methodology system.


2015 ◽  
Vol 9 (4) ◽  
pp. 487-498 ◽  
Author(s):  
Mehdi Khanzadeh-Moradllo ◽  
Mohammad H. Meshkini ◽  
Ehsan Eslamdoost ◽  
Seyedhamed Sadati ◽  
Mohammad Shekarchi

2015 ◽  
Vol 17 (1) ◽  
pp. 75-78
Author(s):  
Rehana Sultana ◽  
Krishna Sarker ◽  
Sakina Sultana

A single blind study was conducted to prepare and evaluate paracetamol effervescent tablets. Potency, content uniformity, diameter, thickness and crushing strength of the prepared tablets were used as the bench mark parameters for quality assessment. Our results showed that all parameters met official values except for friability. The performance of the tablets in terms of duration of effervescence was investigated under high stresses of humidity as well as at low and high temperatures. The duration of the investigational period lasted for 3 days and results showed an increase in effervescence time in each case. In this study, the normal effervescence time at 111.00±14.22 seconds was changed to 286.13±55.18 seconds, 140.38±21.59 seconds and 158.63±26.14 seconds under high humidity, at refrigeration (representing cool temperature) and at high temperature, respectively. Here, a long term performance study was also conducted under normal storage conditions spanning a period of 60 days. Duration of effervescence on day 1 was 212.54±0.34 seconds, but at the end of 60 days the duration increased to 634.23±0.65 seconds. In the present study the changes in organoleptic properties were also evaluated. Results showed that the properties remained the same over a period of 60 days while the potency of the drug reduced from 99% to 95%. DOI: http://dx.doi.org/10.3329/bpj.v17i1.22320 Bangladesh Pharmaceutical Journal 17(1): 75-78, 2014


2022 ◽  
Vol 2148 (1) ◽  
pp. 012039
Author(s):  
Junlong Yang ◽  
Ziru Wang ◽  
Jizhong Wang

Abstract This article presents a durability study of carbon fiber-reinforced polymer (CFRP) partially wrapped seawater sea-sand concrete (SSC) columns exposed to natural seawater to explore the effect of exposure duration on the long-term performance of the specimens. Thirty-two cylinders were wrapped with CFRP jackets and exposed to different times of wet-dry cycles (up to 360 days) in an outdoor simulated marine environment. Test results indicate that exposure has no obvious influence on the failure process and ultimate strains of specimens, but the compressive strengths of confined columns (fcc) increase with the increment of exposure time, especially for the partially confined concrete specimens. Moreover, due to the significant variation of unconfined concrete strength fco*), the retentions of fcc and fcc/fco * exhibit an opposite trend. Therefore, the increase of fco* should be considered when using the parameter of the confined-to-unconfined ratio of strength to evaluate the long-term performance of the specimens.


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