Design, Detailing, and Architectural Impacts of Fiber Reinforced Polymers (FRP) and Geotextile Fabrics in the Blast Mitigation of Unreinforced Masonry Walls in Historic Buildings

Author(s):  
P. Georgakopoulos ◽  
P. Koklanos
2013 ◽  
Vol 9 (3) ◽  
pp. 32-39 ◽  
Author(s):  
Viorel Popa ◽  
Radu Pascu ◽  
Andrei Papurcu

Abstract Masonry buildings represent the most vulnerable part of the building stock to seismic action in Romania. The main goal of this experimental research program is to investigate the efficiency of several retrofitting solutions using fiber reinforced polymers. Research focused on the lateral strength and displacement capacity of the retrofitted specimens. The masonry walls were built using solid bricks. Glass or carbon fiber reinforced polymers (GFRP or CFRP) embedded in a fiber reinforced mortar layer were used for jacketing. Seven specimens having essentially 25cm width, 1,75m height and 2,10m length were tested in the experimental research program. These specimens were subjected to a constant vertical compressive stress of 1,2MPa. A quasi-static load protocol was considered for the horizontal loading. This paper presents the layout of the experimental research program and some preliminary results.


2013 ◽  
Vol 48 (5) ◽  
pp. 737-755 ◽  
Author(s):  
H. Orhun Koksal ◽  
Oktay Jafarov ◽  
Bilge Doran ◽  
Selen Aktan ◽  
Cengiz Karakoc

2016 ◽  
Vol 2016 ◽  
pp. 1-11 ◽  
Author(s):  
Lucas Lantz ◽  
Joshua Maynez ◽  
Wesley Cook ◽  
Claudia Mara Dias Wilson

The recent rise of terrorist attacks has reinforced the need for mitigation of damage caused by blast loading on unreinforced masonry walls. The primary goal of the techniques is to prevent the loss of life while simultaneously preserving the integrity of the structure. This paper presents a compilation of recently available literature on blast protection of unreinforced masonry walls. It seeks to present the state of the art in this field, including mitigation techniques considered as well as testing methods selected. Fiber reinforced polymers and polyurea are the two dominant retrofitting techniques being assessed in the field. Other techniques include but are not limited to polyurethane, steel sheets, and aluminum foam. Since there is no widely implemented standard for blast loading test procedures, direct comparisons between the efficiencies of the mitigation techniques proposed are not always feasible. Although fragmentation is an indicator of the efficiency of retrofits, it is currently measured by subjective observation of postblast debris.


PAMM ◽  
2021 ◽  
Vol 20 (1) ◽  
Author(s):  
Nicola Magino ◽  
Jonathan Köbler ◽  
Heiko Andrä ◽  
Matti Schneider ◽  
Fabian Welschinger

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