id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
cana-4511	Sandeep Valji Shinde	Static Response of Rail Track supported by Linear and Non-Linear Stiffness	2025	13	.pdf	application/pdf	4837	238	53	= 𝟐 𝑭𝒊𝒆+ 𝑭𝒊𝒖 𝟐 ∆𝒊𝒆+ ∆𝒊𝒖 (𝟗) 4. Rail Track – Euler-Bernoulli (E-B) with BOEF The track model is consisting of a beam on a spring foundation representing the Beam on Elastic Foundation (BoEF), discretely supported by Springs having Stiffness represented as Linear (Constant) and Non-Linear Stiffness (Load-Deflection Curve) – as studied by Grassie, Sakdirat, Konthe, Thompson No. 9s (2025) 2258 https://internationalpubls.com Static Response of Rail Track supported by Linear and Non-Linear Stiffness Sandeep Valji Shinde1, Dr. Dhananjay Khankal2, Prof. S. K. Agarwal3 1.	cache/cana-4511.pdf	txt/cana-4511.txt