Non-destructive Quality Evaluation of Chocolate Chip Cookies

2011 ◽  
Author(s):  
Parth Parikh ◽  
Parth Mehta ◽  
Chintan K. Modi
Keyword(s):  
Quality Evaluation ◽  
Non Destructive

Non-destructive quality evaluation of fruit by color based on RGB LEDs system

2014 ◽  
Author(s):  
Ommi Kalsom Mardziah Yahaya ◽  
Mohd Zubir MatJafri ◽  
Azlan Abdul Aziz ◽  
Ahmad Fairuz Omar
Keyword(s):  
Quality Evaluation ◽  
Non Destructive

Non-destructive and contactless quality evaluation of table grapes by a computer vision system

2019 ◽  
Vol 156 ◽  
pp. 558-564 ◽  
Author(s):  
Dario Pietro Cavallo ◽  
Maria Cefola ◽  
Bernardo Pace ◽  
Antonio Francesco Logrieco ◽  
Giovanni Attolico
Keyword(s):  
Computer Vision ◽  
Quality Evaluation ◽  
Vision System ◽  
Computer Vision System ◽  
Table Grapes ◽  
Non Destructive

Applications of imaging and spectroscopy techniques for non-destructive quality evaluation of potatoes and sweet potatoes: A review

2020 ◽  
Vol 96 ◽  
pp. 208-221 ◽  
Author(s):  
Philip Donald C. Sanchez ◽  
Norhashila Hashim ◽  
Rosnah Shamsudin ◽  
Mohd Zuhair Mohd Nor
Keyword(s):  
Quality Evaluation ◽  
Sweet Potatoes ◽  
Imaging And Spectroscopy ◽  
Non Destructive

scholarly journals Quality evaluation of soil-cement-plant residue bricks by the combination of destructive and non-destructive tests

2017 ◽  
Vol 21 (8) ◽  
pp. 543-549 ◽  
Author(s):  
Regis de C. Ferreira ◽  
Ananda H. N. Cunha
Keyword(s):  
Quality Evaluation ◽  
Clayey Soil ◽  
Plant Residue ◽  
Agricultural Activity ◽  
Cement Plant ◽  
Technical Quality ◽  
Soil Cement ◽  
Non Destructive ◽  
Interesting Alternative

ABSTRACT Residues from agricultural activity can be used to improve the quality of soil-based bricks, constituting an interesting alternative for their destination. The technical quality of soil-cement-plant residue bricks was evaluated by the combination of non-destructive and destructive methods. A predominant clayey soil, Portland cement and residues of husks of both rice and Brachiaria brizantha cv. Marandu (0, 10, 20, 30 and 40%, in mass, in substitution to the 10% cement content) were used. The bricks were submitted to destructive (water absorption and compressive strength) and nondestructive (ultrasound) tests for their physical and mechanical characterization. Results from both destructive and non-destructive tests were combined to determine the quantitative parameter named “anisotropic resistance” in order to evaluate the quality of the bricks. The addition that promoted best technical quality was 10% residue content, regardless of the residue type. The anisotropic resistance proved to be adequate for the technical quality evaluation of the bricks.

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