id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-4559	Nguyen, Van-Hau	An investigation of cracks caused by concrete shrinkage and temperature difference in common reinforced concrete bridge structures.	2024	13	.pdf	application/pdf	7484	483	51	As a result, structural health assessments are contingent upon quantifiable parameters such as crack width, orientation, and length. (9) mm 0.62 0.23 Table 1: Calculation of crack width for bridge abutment and box girder in Fig.	cache/fis-4559.pdf	txt/fis-4559.txt