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Grant: Alliance Grants

The University of Western Ontario

$40,000.00

Towards improved stability of early-age masonry walls using temporary bracing at the construction stage

EF 2024-25

Résumé
Although there has been significant development of various advanced materials in construction industries, masonry is still considered one of the most cost-effective and popular materials. Masonry structures, when properly designed, can resist lateral loads of large amplitude. However, they are vulnerable to wind-induced lateral loads caused during the construction stage when the masonry is yet to achieve full strength. Freshly laid masonry walls at remote construction sites have been frequently blown over, resulting in the loss of materials, injury to workers, and a subsequent increase in the construction cost. Temporary wind bracing is commonly used to laterally support masonry structures at job sites and develop adequate lateral strength until the structures achieve the inherent full lateral support. However, unlike the primary load-bearing bracing, the design of temporary bracing (TB) is relatively subjective and error-prone, and their sudden failure may lead to injury or death of construction workers at job sites. The industry partners of this project, Canada Masonry Design Centre (CMDC) and the Canadian Concrete Masonry Producers Association (CCMPA) anticipate the urgency for accurate design of TB that would serve as potential engineering guidelines to various consulting firms and mason contractors. The main objective of this proposal is to develop stringent design guidelines, construction and monitoring technology of TB systems at the construction sites and eliminate the approximate design strategies adopted by the masonry industry. Once developed, the entire masonry industry will benefit from significant cost-savings in preventing faulty TBs and their repetitive replacement at job sites, resulting in a safer and more secure workplace for mason contractors and workers.
Programme
Alliance Grants
Emplacement
Ontario, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data

Tel que publié

Application id
597503-2024
Name nom
Sadhu, Ayan A
Department département
Civil and Environmental Engineering
Organization id
36
Institution établissement
The University of Western Ontario
Province en
Ontario
Province fr
Ontario
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2024
Competition year année de concours
2024
Award amount
40000
Program id
ALLRP
Program name en
Alliance Grants
Program name fr
Subventions Alliance
Group en
RESEARCH PARTNERSHIPS
Group fr
PARTENARIATS DE RECHERCHE
Committee code
96
Committee name en
RPP Internal Decision Cttee
Committee name fr
Cté de décision interne - PPR
Area of application code
601
Area of application group en
Construction, urban and rural planning
Area of application group fr
Construction, urbanisme et aménagement rural
Area of application en
Structural engineering
Area of application fr
Génie des charpentes
Research subject code
1100
Research subject group en
Structural engineering
Research subject group fr
Génie des structures
Research subject en
Structural engineering
Research subject fr
Génie des structures
Field of research list names en
Not available
Field of research list names fr
Non disponible
Socioeconomic objective list names en
Not available
Socioeconomic objective list names fr
Non disponible
Application title
Towards improved stability of early-age masonry walls using temporary bracing at the construction stage
Keywords
early-age masonry properties; experimental testing; finite element modeling; masonry construction; masonry structure; reinforced masonry; structural testing
Application summary
Although there has been significant development of various advanced materials in construction industries, masonry is still considered one of the most cost-effective and popular materials. Masonry structures, when properly designed, can resist lateral loads of large amplitude. However, they are vulnerable to wind-induced lateral loads caused during the construction stage when the masonry is yet to achieve full strength. Freshly laid masonry walls at remote construction sites have been frequently blown over, resulting in the loss of materials, injury to workers, and a subsequent increase in the construction cost. Temporary wind bracing is commonly used to laterally support masonry structures at job sites and develop adequate lateral strength until the structures achieve the inherent full lateral support. However, unlike the primary load-bearing bracing, the design of temporary bracing (TB) is relatively subjective and error-prone, and their sudden failure may lead to injury or death of construction workers at job sites. The industry partners of this project, Canada Masonry Design Centre (CMDC) and the Canadian Concrete Masonry Producers Association (CCMPA) anticipate the urgency for accurate design of TB that would serve as potential engineering guidelines to various consulting firms and mason contractors. The main objective of this proposal is to develop stringent design guidelines, construction and monitoring technology of TB systems at the construction sites and eliminate the approximate design strategies adopted by the masonry industry. Once developed, the entire masonry industry will benefit from significant cost-savings in preventing faulty TBs and their repetitive replacement at job sites, resulting in a safer and more secure workplace for mason contractors and workers.