Finite Element and Experimental Investigation on the Flexural Response of Pre-tensioned T-Girders
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s40999-018-0290-3/fulltext.html
Reference27 articles.
1. ACI Committee 237, “Self-Consolidating Concrete”, ACI 237R-07, American Concrete Institute, Farmington Hills, 2007
2. Khayat KH, Feys D, “Design, Production and Placement of Self-Consolidating Concrete”, RILEM Bookseries 1, Montreal, 2010
3. Padmarajaiah SK, Ramaswamy A (2002) A finite element assessment of flexural strength of prestressed concrete beams with fiber reinforcement. Cement Concr Compos 24:229–241
4. Ayoub A, Filippou FC (2010) A finite-element model for pre-tensioned prestressed concrete girders. Struct Eng 136(4):401–409
5. Wehbe N, Stripling C (2013) Experimental assessment of flexural strength and serviceability of prestressed SCC bridge I girders with composite decks. KSCE J Civ Eng 17(3):540–549
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1. Fatigue Deflection Analysis for Prestressed Concrete Beams Based on Variable Stiffness Distribution Model;KSCE Journal of Civil Engineering;2024-08-29
2. Multidimensional nonlinear numerical simulation of post‐tensioned concrete girders with different prestressing levels;Structural Concrete;2023-08-12
3. Predicting the Compressive Stress–Strain Curve of FRP-Confined Concrete Column Considering the Variation of Poisson’s Ratio;International Journal of Civil Engineering;2020-07-24
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