Publikacje

Abstract:

The numerical analysis results of arched constructions are considered taking into
account creep of the material. A typical building material substantially exhibiting creep under
long-term loading is concrete. As a basic model of concrete creep, a model of viscoelastic
material was selected. The model was verified and calibrated on the experimental studies basis
of concrete creep and in accordance with the requirements of regulatory documents. Numerical
modeling of arches was carried out in the software environment of SIMULIA Abaqus.

B I B L I O G R A F I A[1] Tang M C 2014 The Story of the Koror Bridge (Zürich: IABSE/ETH CH-8093 Zürich Switzerland) p 102
[2] Belostotsky A M 2007 Sb. Trudov MGSU Voprosy Prikladnoj Matematiki i Vytchislitelnoj Mechaniki 10
[3] Lakes R S 2009 Viscoelastic Materials (New York: Cambridge University Press) p 461
[4] ABAQUS – Standard, User’s Manual, Theory Manual and Keywords Manual, Version 6.12. (Boston: Hibbitt, Karlsson and Sorensen, Inc.) MA 02111-1307 USA p 1306
[5] Sidorov V N and Nowak K 2017 Substantiation of the use of viscoelastic material model in numerical analysis the creep of concrete structures Proc. IDT 2017 Int. Conf. on Information and Digital Technologies (Zilina) (New York: Curran Associates, Inc.) pp 339–43
[6] 2004 Eurocode 2: Design of concrete structures Part 1-1: General rules and rules for buildings EN 1992-1-1
[7] Nowak K 2017 Badania i Rozwój Młodych Naukowców w Polsce - Nauki techniczne i inżynieryjne (Lublin) II cz. II 87–95
[8] Błyszko J 2015 Porównawcza Analiza Pełzania Twardniejącego Betonu Zwykłego Oraz Modyfikowanego Zbrojeniem rozproszonym PhD th. (Szczecin: ZUT)
[9] Obara P and Nowak K 2016 Współczesne problemy budownictwa M 73 102–13
[10] Arutjunjan N H and Zevin A A 1988 Rastchjot elementov stroitelnych konstrukcji s utchjotom polzutchesti (Moscow: Strojizdat) p 256
[11] Szmigiera E 2011 Przegląd Budowlany 10 R 82 67–77

POWRÓT

Strona główna > Publikacje

Numerical investigation of the long-term work of arches under material creep conditions