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A novel numerical model for fire analysis of post-tensioned concrete beams with curved unbonded tendons
ID
Kočman, Peter
(
Author
),
ID
Bratina, Sebastjan
(
Author
),
ID
Kolšek Češarek, Jerneja
(
Author
)
URL - Source URL, Visit
https://www.sciencedirect.com/science/article/pii/S037971122600175X
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MD5: E0C787DFA85765A70E487BF0B6E5F34B
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Abstract
This paper presents a novel numerical framework for the fire analysis of post-tensioned concrete beams with curved unbonded tendons. The framework consists of three sequential steps: (i) fire development in the structural surroundings, (ii) hygro-thermal analysis of the cross-section, and (iii) mechanical analysis, where the reinforced concrete beam and prestressing tendons are represented as separate interacting components. The core contribution lies in step (iii), where a new beam-type finite element formulation is proposed. Unlike conventional shell or solid models, the approach substantially reduces the number of degrees of freedom and thereby the computational cost. Additional efficiency is achieved by interpolating strains instead of displacements, which eliminates numerical locking often present in alternative formulations. The model further accounts for material nonlinearity (allowing implicit or explicit consideration of transient and creep strains) while the kinematics are linearized, enhancing robustness. These features collectively enable efficient analysis of large structural systems rather than isolated members. Validation against experimental data confirms accuracy and numerical stability, while the modest computational demand supports routine application on standard personal computers. Finally, the model is applied in a parametric study investigating whether the EN 1992-1-2 stress–strain model for concrete implicitly accounts for creep effects in fire-exposed prestressed beams.
Language:
English
Keywords:
prestressed concrete
,
unbonded curved tendon
,
post-tensioning
,
fire analysis
,
hygro-thermal analysis
,
implicit creep
,
Eurocode 2
Work type:
Article
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
Published
Publication version:
Version of Record
Year:
2026
Number of pages:
16 str.
Numbering:
Vol. 163, art. 104807
PID:
20.500.12556/RUL-181942
UDC:
69
ISSN on article:
1873-7226
DOI:
10.1016/j.firesaf.2026.104807
COBISS.SI-ID:
275229443
Publication date in RUL:
20.04.2026
Views:
183
Downloads:
239
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Record is a part of a journal
Title:
Fire safety journal
Publisher:
Elsevier
ISSN:
1873-7226
COBISS.SI-ID:
87686659
Licences
License:
CC BY 4.0, Creative Commons Attribution 4.0 International
Link:
http://creativecommons.org/licenses/by/4.0/
Description:
This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.
Secondary language
Language:
Slovenian
Keywords:
nevezana ukrivljena tetiva
,
naknadno napenjanje
,
požarna analiza
,
higrotermična analiza
,
implicitno lezenje
,
Evrokod 2
Projects
Funder:
ARIS - Slovenian Research and Innovation Agency
Project number:
P2-0158
Name:
Gradbene konstrukcije in gradbena fizika
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