Numerical assessment of the nonlinear behavior of continuous prestressed steel-concrete composite beams

T Lou, TL Karavasilis - Engineering Structures, 2019 - Elsevier
This paper evaluates the flexural performance and quantifies the secondary moments in two-
span prestressed steel-concrete composite beams. A nonlinear model capable of simulating …

Analytical and numerical modeling of prestressed continuous steel-concrete composite beams

J Nie, M Tao, CS Cai, S Li - Journal of Structural Engineering, 2011 - ascelibrary.org
A loading capacity analysis is conducted for prestressed continuous steel-concrete
composite beams. On the basis of the basic theoretical framework of the solution of …

Flexural behavior of steel deep beams prestressed with externally unbonded straight multi-tendons

Y Ren, Y Wang, B Wang, H Ban, J Song, G Su - Thin-Walled Structures, 2018 - Elsevier
External prestressing is one of the most powerful techniques to retrofit and strengthen the
existing beams and columns. In this paper, the flexural behavior of deep beam prestressed …

[HTML][HTML] Experimental study of prestressed steel-HFRC composite girders under hogging moment

Y He, H Shen, W Zhao, Q Wu, T Lou - Case Studies in Construction …, 2024 - Elsevier
To alleviate cracks in the hogging region of continuous steel-concrete composite girders, the
hybrid fiber reinforced concrete (HFRC) and prestressing technique were introduced to …

Rational modeling for cracking behavior of RC slabs in composite beams subjected to a hogging moment

LY Xu, X Nie, MX Tao - Construction and Building Materials, 2018 - Elsevier
Cracking of the reinforced concrete (RC) slab is a critical problem for a composite beam
subjected to a hogging moment, which hinders its application to indeterminate composite …

Experimental study on the tensile behavior of square concrete-filled steel tubes

M Zhou, JS Fan, MX Tao, JG Nie - Journal of Constructional Steel Research, 2016 - Elsevier
This paper presents an experimental study on the mechanical behavior, particularly the
tensile stiffness, of square concrete-filled steel tubes (SCFTs) under axial tension, from both …

Numerical evaluation of prestressed steel-concrete composite girders with external FRP or steel tendons

T Lou, TL Karavasilis - Journal of Constructional Steel Research, 2019 - Elsevier
The use of external FRP tendons instead of steel ones for prestressing steel-concrete
composite girders is evaluated. A nonlinear model for prestressed steel-concrete composite …

Effect of longitudinal reinforcement and prestressing on stiffness of composite beams under hogging moments

Q Sun, Y Yang, J Fan, Y Zhang, Y Bai - Journal of Constructional Steel …, 2014 - Elsevier
To investigate the stiffness of steel–concrete composite beams subjected to hogging
bending moments and their enhancement through prestressing using external tendons …

Numerical simulation of external pre-stressed steel-concrete composite beams

AM Moscos, JLP Tamayo, IB Morsch - Computers and Concrete, An …, 2017 - dbpia.co.kr
External pre-stressing is often used in strengthening or retrofitting of steel-concrete
composite beams. In this way, a proper numerical model should be able to trace the …

Flexural behavior of externally prestressed continuous steel-concrete composite beams

F Peng, W Xue, L Bai - Journal of Constructional Steel Research, 2024 - Elsevier
To investigate the flexural behavior of continuous externally prestressed steel–concrete
composite (EPSCC) beams, flexural tests were conducted on two two-span continuous …