EXPERIMENTAL STUDY OF A TYPICAL EXTERNAL WALL-FLOOR-WALL CONNECTION IN A CLT PLATFORM TYPE CONSTRUCTION

Luka Vojnovic; Eleni Toumpanaki; James A P Norman

doi:10.52202/069179-0187

EXPERIMENTAL STUDY OF A TYPICAL EXTERNAL WALL-FLOOR-WALL CONNECTION IN A CLT PLATFORM TYPE CONSTRUCTION

Luka Vojnovic, Eleni Toumpanaki, James A P Norman

University of Bristol

Research output: Contribution to conference › Paper

Abstract

This paper presents experimental studies of a typical external wall-to-floor-to-wall connection in a cross laminated timber (CLT) platform type construction in context of disproportionate collapse resistance. The studied connection mimics the finite element models developed by other authors in the international timber robustness research community. The assembled specimens were tested with aim of staying in the linear elastic range and understand how the rate of loading affects CLT and its connections. This study presents data of the observed behaviour of CLT, steel brackets and screws subjected to different rates of loading. Obtained results and observations will inform future testing programmes and experimental analyses whereby aim is to test the specimens beyond the linear elastic range and to failure.

Original language	English
Pages	1375-1382
Number of pages	8
DOIs	https://doi.org/10.52202/069179-0187
Publication status	Published - 19 Jun 2023
Event	The 13th World Conference on Timber Engineering - Duration: 19 Jun 2023 → 22 Jun 2023

Conference

Conference	The 13th World Conference on Timber Engineering
Abbreviated title	WCTE 2023
Period	19/06/23 → 22/06/23

Bibliographical note

The 13th World Conference on Timber Engineering , WCTE 2023 ; Conference date: 19-06-2023 Through 22-06-2023

Keywords

CLT buildings
disproportionate collapse
experimental analyses
rate of loading
wall-to-floor-to-wall

Access to Document

10.52202/069179-0187

https://wcte2023.org/

Cite this

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title = "EXPERIMENTAL STUDY OF A TYPICAL EXTERNAL WALL-FLOOR-WALL CONNECTION IN A CLT PLATFORM TYPE CONSTRUCTION",

abstract = "This paper presents experimental studies of a typical external wall-to-floor-to-wall connection in a cross laminated timber (CLT) platform type construction in context of disproportionate collapse resistance. The studied connection mimics the finite element models developed by other authors in the international timber robustness research community. The assembled specimens were tested with aim of staying in the linear elastic range and understand how the rate of loading affects CLT and its connections. This study presents data of the observed behaviour of CLT, steel brackets and screws subjected to different rates of loading. Obtained results and observations will inform future testing programmes and experimental analyses whereby aim is to test the specimens beyond the linear elastic range and to failure.",

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note = "The 13th World Conference on Timber Engineering , WCTE 2023 ; Conference date: 19-06-2023 Through 22-06-2023; The 13th World Conference on Timber Engineering, WCTE 2023 ; Conference date: 19-06-2023 Through 22-06-2023",

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AU - Toumpanaki, Eleni

AU - Norman, James A P

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PY - 2023/6/19

Y1 - 2023/6/19

N2 - This paper presents experimental studies of a typical external wall-to-floor-to-wall connection in a cross laminated timber (CLT) platform type construction in context of disproportionate collapse resistance. The studied connection mimics the finite element models developed by other authors in the international timber robustness research community. The assembled specimens were tested with aim of staying in the linear elastic range and understand how the rate of loading affects CLT and its connections. This study presents data of the observed behaviour of CLT, steel brackets and screws subjected to different rates of loading. Obtained results and observations will inform future testing programmes and experimental analyses whereby aim is to test the specimens beyond the linear elastic range and to failure.

AB - This paper presents experimental studies of a typical external wall-to-floor-to-wall connection in a cross laminated timber (CLT) platform type construction in context of disproportionate collapse resistance. The studied connection mimics the finite element models developed by other authors in the international timber robustness research community. The assembled specimens were tested with aim of staying in the linear elastic range and understand how the rate of loading affects CLT and its connections. This study presents data of the observed behaviour of CLT, steel brackets and screws subjected to different rates of loading. Obtained results and observations will inform future testing programmes and experimental analyses whereby aim is to test the specimens beyond the linear elastic range and to failure.

KW - CLT buildings

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KW - experimental analyses

KW - rate of loading

KW - wall-to-floor-to-wall

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DO - 10.52202/069179-0187

M3 - Paper

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T2 - The 13th World Conference on Timber Engineering

Y2 - 19 June 2023 through 22 June 2023

ER -

EXPERIMENTAL STUDY OF A TYPICAL EXTERNAL WALL-FLOOR-WALL CONNECTION IN A CLT PLATFORM TYPE CONSTRUCTION

Abstract

Conference

Bibliographical note

Keywords

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