Flexible formwork as reinforcement for curved concrete structures

Evy Verwimp; Tine Tysmans; Marijke Mollaert

Flexible formwork as reinforcement for curved concrete structures

Evy Verwimp, Tine Tysmans, Marijke Mollaert

Research output: Chapter in Book/Report/Conference proceeding › Conference paper

Abstract

This paper presents the structural analysis of a stay-in-place formwork in textile reinforced cement (TRC) composites for concrete shells. The purpose of this analysis is to examine with finite element software if the formwork can contribute to the structural performance of a concrete shell and how much TRC is needed to replace the traditional steel reinforcement. This research is part of a broader feasibility study that evaluates the potential of cement composites as stay-in-place formwork for shells in both constructional and final stage by numerical and experimental tests.

Original language	English
Title of host publication	Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2013 „BEYOND THE LIMITS OF MAN”
Editors	J.b. Obrębski, R. Tarczewski
Number of pages	10
Publication status	Published - 23 Sept 2013
Event	International Association for Shell and Spatial Structures (IASS) Symposium 2013 - Wroclaw, Poland Duration: 23 Sept 2013 → …

Conference

Conference	International Association for Shell and Spatial Structures (IASS) Symposium 2013
Country/Territory	Poland
City	Wroclaw
Period	23/09/13 → …

Bibliographical note

J.B. Obrębski and R. Tarczewski

Keywords

concrete shell structures
Textile reinforced cement composites (TRC)
structural stay-in-place formwork

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Persistent link

International Association for Shell and Spatial Structures (IASS) Symposium 2013 „BEYOND THE LIMITS OF MAN”
Evy Verwimp (Speaker)
23 Sept 2013 → 27 Sept 2013
Activity: Talk or presentation › Talk or presentation at a conference

Cite this

@inproceedings{4547493889954690b97aa777ec0bc606,

title = "Flexible formwork as reinforcement for curved concrete structures",

abstract = "This paper presents the structural analysis of a stay-in-place formwork in textile reinforced cement (TRC) composites for concrete shells. The purpose of this analysis is to examine with finite element software if the formwork can contribute to the structural performance of a concrete shell and how much TRC is needed to replace the traditional steel reinforcement. This research is part of a broader feasibility study that evaluates the potential of cement composites as stay-in-place formwork for shells in both constructional and final stage by numerical and experimental tests.",

keywords = "concrete shell structures, Textile reinforced cement composites (TRC), structural stay-in-place formwork",

author = "Evy Verwimp and Tine Tysmans and Marijke Mollaert",

note = "J.B. Obr{\c e}bski and R. Tarczewski; International Association for Shell and Spatial Structures (IASS) Symposium 2013 ; Conference date: 23-09-2013",

year = "2013",

month = sep,

day = "23",

language = "English",

isbn = "978-83-7493-787-0",

editor = "J.b. Obr{\c e}bski and R. Tarczewski",

booktitle = "Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2013 „BEYOND THE LIMITS OF MAN”",

}

Verwimp, E, Tysmans, T & Mollaert, M 2013, Flexible formwork as reinforcement for curved concrete structures. in JB Obrębski & R Tarczewski (eds), Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2013 „BEYOND THE LIMITS OF MAN”. International Association for Shell and Spatial Structures (IASS) Symposium 2013, Wroclaw, Poland, 23/09/13.

Flexible formwork as reinforcement for curved concrete structures. / Verwimp, Evy; Tysmans, Tine ; Mollaert, Marijke.
Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2013 „BEYOND THE LIMITS OF MAN”. ed. / J.b. Obrębski; R. Tarczewski. 2013.

Research output: Chapter in Book/Report/Conference proceeding › Conference paper

TY - GEN

T1 - Flexible formwork as reinforcement for curved concrete structures

AU - Verwimp, Evy

AU - Tysmans, Tine

AU - Mollaert, Marijke

N1 - J.B. Obrębski and R. Tarczewski

PY - 2013/9/23

Y1 - 2013/9/23

N2 - This paper presents the structural analysis of a stay-in-place formwork in textile reinforced cement (TRC) composites for concrete shells. The purpose of this analysis is to examine with finite element software if the formwork can contribute to the structural performance of a concrete shell and how much TRC is needed to replace the traditional steel reinforcement. This research is part of a broader feasibility study that evaluates the potential of cement composites as stay-in-place formwork for shells in both constructional and final stage by numerical and experimental tests.

AB - This paper presents the structural analysis of a stay-in-place formwork in textile reinforced cement (TRC) composites for concrete shells. The purpose of this analysis is to examine with finite element software if the formwork can contribute to the structural performance of a concrete shell and how much TRC is needed to replace the traditional steel reinforcement. This research is part of a broader feasibility study that evaluates the potential of cement composites as stay-in-place formwork for shells in both constructional and final stage by numerical and experimental tests.

KW - concrete shell structures

KW - Textile reinforced cement composites (TRC)

KW - structural stay-in-place formwork

M3 - Conference paper

SN - 978-83-7493-787-0

BT - Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2013 „BEYOND THE LIMITS OF MAN”

A2 - Obrębski, J.b.

A2 - Tarczewski, R.

T2 - International Association for Shell and Spatial Structures (IASS) Symposium 2013

Y2 - 23 September 2013

ER -

Flexible formwork as reinforcement for curved concrete structures

Abstract

Conference

Bibliographical note

Keywords

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Activities

International Association for Shell and Spatial Structures (IASS) Symposium 2013 „BEYOND THE LIMITS OF MAN”

Cite this