Strength characteristic of novel mesh embedment technique for new brick construction with least expensive material

Kanchidurai, S.; Krishanan, P A.; Baskar, K.; Mohan, K. Saravana Raja

doi:10.1016/j.engstruct.2018.10.062

Cited by 12 publications

(3 citation statements)

References 34 publications

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“…(Papanicolaou et al, 2007;Petersen 2009;Banijamali et al, 2015). Bed joints strengthening is an effective solution to overcome such problems (Kanchidurai et al 2019). Few studies have reported on the strengthening of masonry panels via bed joint reinforcement (Dorothea and Michael 2019; Sadek and Lissel 2013).…”

Section: Introductionmentioning

confidence: 99%

WITHDRAWN: Geogrid Reinforced Brick Buildings for Earthquake Disaster Mitigations

Behera

Nanda

2021

Preprint

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In the event of a severe earthquake, the walls of brick buildings experience in-plane shear and out-of-plane bending, leading to diagonal crack and corner failure respectively. In this study, an experimental investigation was carried to observe the above damages on brick masonry buildings reinforced with geogrid embedded in bed joint mortar of the walls. It was observed that the geogrid reinforced brick panels showed better shear strength, lateral strength, ductility, etc. A qualitative comparison was made using a sinusoidal shake table test on a one-fourth single-room building model consisting of two sets of corner walls with and without geogrid reinforcement. It was observed that the corner wall without reinforcement showed crack initiation at 0.45g and complete collapse with over toppling of the transverse wall at 0.90g, while no sign of damages for the corner walls strengthened with geogrid reinforcement for any level of shaking.

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Section: Introductionmentioning

confidence: 99%

WITHDRAWN: Geogrid Reinforced Brick Buildings for Earthquake Disaster Mitigations

Behera

Nanda

2021

Preprint

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“…Syiemiong and Marthong [2] observed that the mortar grade has no influence on the unstrengthened specimens but effects the ductility and flexural strength of the strengthened specimen with welded wire mesh. The study of the effect of different reinforcement percentage and reinforcing the bed joints of masonry walls would encourage the use of various strengthening materials [13,[24][25][26][27][28][29][30][31][32][33][34]. Outof-plane flexural studies on strengthened masonry walls with different strengthening technique from the past researchers are summarized in Table 1.…”

Section: Introductionmentioning

confidence: 99%

Out-of-plane bending of masonry wall embedding with welded wire mesh (WWM) in different orientations

Marbaniang

Warjri

Marthong

2021

Innov. Infrastruct. Solut.

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The behaviour of brick masonry walls strengthened with four different patterns using welded wire mesh (WWM) overlay with mortar was investigated. The proposed WWM schemes are: (1) embedding WWM along the bed joint, (2) embedding WWM along the bed joint and a strip of WWM diagonally crossing on wall surface, (3) WWM alternately embedding along the bed joint and continuing to the surface of wall and (4) WWM fully covering on wall surface. Unstrengthened and WWMstrengthened specimens were subject to static out-of-plane flexural test with loading orientation perpendicular and parallel to the bed joint. The failure of the WWM-strengthened specimens with loading perpendicular to the bed joint was mainly due to rupture of the WWM while the failure of the WWM-strengthened specimens with loading parallel to the bed joint was mostly a sudden brittle failure. The flexural capacities of the walls specimens under perpendicular loading are higher in comparison with those of parallel loading. However, the flexural capacity is similar for both loading cases when the specimens are fully covered with WWM. The experimental results show that the adopted WWM-strengthening solutions produce a beneficial increase in flexural resistance, ductility and energy dissipation capacity making them suitable for strengthening of URM.

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“…High energy consumption leads to the necessity of reducing the energy demand of the building. This could be realized by using efficient insulators [1,2] and new construction materials [3]. The use of passive storage such as PCM is recommended not only in buildings [4][5][6], but also in other contexts, such as transportation [7], industrial applications [8], electronics and electric systems [9,10], storage devices for solar heating or cooling [10,11].…”

mentioning

confidence: 99%

Numerical Investigation of the Thermal Behavior of a System with a Partition Wall Incorporating a Phase Change Material

Hanchi¹,

Hamza²,

Lahjomri³

et al. 2023

Fluid Dynamics &Amp; Materials Processing

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The work deals with the thermal behavior of a conventional partition wall incorporating a phase change material (PCM). The wall separates two environments with different thermal properties. The first one is conditioned, while the adjacent space is characterized by a temperature that changes sinusoidally in time. The effect of the PCM is assessed through a comparative analysis of the cases with and without PCM. The performances are evaluated in terms of dimensionless energy stored within the wall, comfort temperature and variations of these quantities as a function of the amount of PCM and its emplacement.

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Strength characteristic of novel mesh embedment technique for new brick construction with least expensive material

Cited by 12 publications

References 34 publications

WITHDRAWN: Geogrid Reinforced Brick Buildings for Earthquake Disaster Mitigations

WITHDRAWN: Geogrid Reinforced Brick Buildings for Earthquake Disaster Mitigations

Out-of-plane bending of masonry wall embedding with welded wire mesh (WWM) in different orientations

Numerical Investigation of the Thermal Behavior of a System with a Partition Wall Incorporating a Phase Change Material

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