Horizontal end crack control and load-bearing capacity performance of hollow-type pretensioned girders through experimentally calibrated finite element models-Reference-Cited by-同舟云学术

Horizontal end crack control and load-bearing capacity performance of hollow-type pretensioned girders through experimentally calibrated finite element models

Published:2021-10 Issue:5 Volume:24 Page:1262-1271
ISSN:2215-0986
Container-title:Engineering Science and Technology, an International Journal
language:en
Short-container-title:Engineering Science and Technology, an International Journal

Author:

Aasim Bashir Ahmad,Karimi Abdul Khaliq,Tomiyama Jun,Suda Yuya

Publisher

Elsevier BV

Subject

Metals and Alloys,Computer Networks and Communications,Fluid Flow and Transfer Processes,Hardware and Architecture,Mechanical Engineering,Biomaterials,Civil and Structural Engineering,Electronic, Optical and Magnetic Materials

Reference29 articles.

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2. Nonlinear finite element modeling of cracking at ends of pretensioned bridge girders;Okumus;Eng. Struct.,2012

3. Numerical verification of accelerometer-based assessment of hollow-type pretensioned concrete girder;Aasim;Asian J. Civ. Eng.,2020

4. Evaluation of crack control methods for end zone cracking in prestressed concrete bridge girders;Okumus;PCI J.,2013

5. Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons;Sturm;Compos. Struct.,2020

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3. Experimental Investigation and Theoretical Prediction Model of Flexural Bearing Capacity of Pre-Cracked RC Beams;Applied Sciences;2023-04-10

4. Effects of the End-Zone Reinforcements and Strand-Debonding on the Temporal Changes of Principal Stresses at the Ends of the Hollow PC-Girders;Materials Science Forum;2022-02-17

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