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Limit Behavior of Stone Arch Bridges
Publisher: American Society of Civil Engineers
Abstract: According to Heyman's extension of limit design to masonry structures, the safety of stone arches is a purely geometrical matter, considering that it is almost always possible to assess that mean compressive stresses are ...
Discussion and Closure: Limit Behavior of Stone Arch Bridges
Publisher: American Society of Civil Engineers
Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results of an extensive experimental campaign of bond tests aimed to assess and compare the influence of several environmental conditioning factors (humidity and temperature) on the bond behavior ...