id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
ajst-31828	Li, Weifeng	Performance Evaluation and Degradation Study of Anchorage Systems in Prestressed CFRP-Strengthened Concrete Beams under Variable-Amplitude Fatigue	2025	9	.pdf	application/pdf	3837	210	53	3 2 24 16 f f f f L L L L L LF B L f            61 The bending stiffness was obtained by linearly fitting the data to the number of fatigue loadings: 𝑦 0.00347𝑥 1.42112 𝑦 0.00478𝑥 1.63155 2 Where:, is the flexural stiffness of specimens A1 and B1 respectively (105N-m2); is the number of fatigue loading (10,000 times). Abstract: This study systematically investigates the performance and fatigue life assessment of anchorage systems in reinforced concrete (RC) beams strengthened with prestressed carbon fiber reinforced polymer (CFRP) plates under variable- amplitude fatigue loading.	cache/ajst-31828.pdf	txt/ajst-31828.txt