A Demountable Connection for Low-Rise Precast Concrete Structures with DfD for Construction Sustainability-A Preliminary Test under Cyclic Loads

As a demountable structure, the structure with design for deconstruction (DfD) is considered as a key contribution on the promotion of current construction sustainability by directly reusing valuable components from old structures. As a preliminary study, this paper investigated the cyclic behavior...

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Main Authors: Gaochuang Cai, Feng Xiong, Yong Xu, Amir Si Larbi, Yang Lu, Mikio Yoshizawa
Format: Article
Language:English
Published: MDPI AG 2019-07-01
Series:Sustainability
Subjects:
Online Access:https://www.mdpi.com/2071-1050/11/13/3696
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spelling doaj-da67c9a7378f4214b7df7bd8ee64d9aa2020-11-24T21:36:42ZengMDPI AGSustainability2071-10502019-07-011113369610.3390/su11133696su11133696A Demountable Connection for Low-Rise Precast Concrete Structures with DfD for Construction Sustainability-A Preliminary Test under Cyclic LoadsGaochuang Cai0Feng Xiong1Yong Xu2Amir Si Larbi3Yang Lu4Mikio Yoshizawa5Department of Architecture, Faculty of Engineering, Fukuoka University, Fukuoka 814-0180, JapanKey Laboratory of Deep Underground Science and Engineering (Ministry of Education), College of Architecture and Environment, Sichuan University, Chengdu 610065, ChinaSchool of Civil Engineering, Architecture & Environment, Xihua University, Chengdu 610039, ChinaUniv Lyon, Ecole Nationale d’Ingénieurs de Saint-Etienne (ENISE), Laboratoire de Tribologie et de Dynamique des Systèmes (LTDS), UMR 5513, 58 Rue Jean Parot, 42023 Saint-Etienne Cedex 2, FranceKey Laboratory of Deep Underground Science and Engineering (Ministry of Education), College of Architecture and Environment, Sichuan University, Chengdu 610065, ChinaDepartment of Architecture, Faculty of Engineering, Fukuoka University, Fukuoka 814-0180, JapanAs a demountable structure, the structure with design for deconstruction (DfD) is considered as a key contribution on the promotion of current construction sustainability by directly reusing valuable components from old structures. As a preliminary study, this paper investigated the cyclic behavior of bolted joints consisting of three reinforced concrete blocks bolted by steel bolts under axial compressive, focusing on the damage and failure modes, resistance mechanism and stiffness development of the joints. Results showed that the number of steel bolts, the tightening process of the bolts and concrete compressive strength all had a significant effect on the overall performance and capacity of the joints. The failure mode of most of tested joints was considered as fracture of stirrups and steel bolts in the tested joints. According to the investigation of this study, several recommendations on the design of the joints were provided.https://www.mdpi.com/2071-1050/11/13/3696design for deconstruction (DfD)construction sustainabilitybolted jointscomponent reusingdemountable componentscyclic behaviorseismic design
collection DOAJ
language English
format Article
sources DOAJ
author Gaochuang Cai
Feng Xiong
Yong Xu
Amir Si Larbi
Yang Lu
Mikio Yoshizawa
spellingShingle Gaochuang Cai
Feng Xiong
Yong Xu
Amir Si Larbi
Yang Lu
Mikio Yoshizawa
A Demountable Connection for Low-Rise Precast Concrete Structures with DfD for Construction Sustainability-A Preliminary Test under Cyclic Loads
Sustainability
design for deconstruction (DfD)
construction sustainability
bolted joints
component reusing
demountable components
cyclic behavior
seismic design
author_facet Gaochuang Cai
Feng Xiong
Yong Xu
Amir Si Larbi
Yang Lu
Mikio Yoshizawa
author_sort Gaochuang Cai
title A Demountable Connection for Low-Rise Precast Concrete Structures with DfD for Construction Sustainability-A Preliminary Test under Cyclic Loads
title_short A Demountable Connection for Low-Rise Precast Concrete Structures with DfD for Construction Sustainability-A Preliminary Test under Cyclic Loads
title_full A Demountable Connection for Low-Rise Precast Concrete Structures with DfD for Construction Sustainability-A Preliminary Test under Cyclic Loads
title_fullStr A Demountable Connection for Low-Rise Precast Concrete Structures with DfD for Construction Sustainability-A Preliminary Test under Cyclic Loads
title_full_unstemmed A Demountable Connection for Low-Rise Precast Concrete Structures with DfD for Construction Sustainability-A Preliminary Test under Cyclic Loads
title_sort demountable connection for low-rise precast concrete structures with dfd for construction sustainability-a preliminary test under cyclic loads
publisher MDPI AG
series Sustainability
issn 2071-1050
publishDate 2019-07-01
description As a demountable structure, the structure with design for deconstruction (DfD) is considered as a key contribution on the promotion of current construction sustainability by directly reusing valuable components from old structures. As a preliminary study, this paper investigated the cyclic behavior of bolted joints consisting of three reinforced concrete blocks bolted by steel bolts under axial compressive, focusing on the damage and failure modes, resistance mechanism and stiffness development of the joints. Results showed that the number of steel bolts, the tightening process of the bolts and concrete compressive strength all had a significant effect on the overall performance and capacity of the joints. The failure mode of most of tested joints was considered as fracture of stirrups and steel bolts in the tested joints. According to the investigation of this study, several recommendations on the design of the joints were provided.
topic design for deconstruction (DfD)
construction sustainability
bolted joints
component reusing
demountable components
cyclic behavior
seismic design
url https://www.mdpi.com/2071-1050/11/13/3696
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