A Non-Linear 3D FEM to Simulate Un-Bonded Steel Reinforcement Bars under Axial and Bending Loads

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ISSN Print: 1947-3931
ISSN Online: 1947-394X
www.scirp.org/journal/eng
E-mail: eng@scirp.org

"A Non-Linear 3D FEM to Simulate Un-Bonded Steel Reinforcement Bars under Axial and Bending Loads"
written by Rami HAWILEH, Adeeb RAHMAN, Habib TABATABAI,
published by Engineering, Vol.1 No.2, 2009

has been cited by the following article(s):

[1]	Performance of a ductile hybrid post-tensioned beam-to-column connection for precast concrete frames under seismic loads: A review
	Applied Sciences, 2021

[2]	A new fatigue reliability analysis method for steel bridges based on peridynamic theory
	2020

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[1]	Performance of a Ductile Hybrid Post-Tensioned Beam-to-Column Connection for Precast Concrete Frames under Seismic Loads: A Review Applied Sciences, 2021 DOI:10.3390/app11167497

[2]	A new fatigue reliability analysis method for steel bridges based on peridynamic theory Engineering Fracture Mechanics, 2020 DOI:10.1016/j.engfracmech.2020.107214