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Closure to “Mechanism behind the Size Effect Phenomenon” by Xiaozhi Hu and Kai Duan
Publisher: American Society of Civil Engineers
Benefits of Short Kevlar Fiber Reinforcement at the Interface for Repair of Concrete-Like Materials
Publisher: American Society of Civil Engineers
Abstract: Interfacial adhesive bonding of concrete-like materials is strengthened by short Kevlar fibers. The tough and flexible Kevlar fibers, bridging across grain structures, can effectively suppress premature surface and subsurface ...
Mechanism behind the Size Effect Phenomenon
Publisher: American Society of Civil Engineers
Abstract: Size effect (SE) on quasi-brittle fracture of concrete and concretelike heterogeneous materials has been commonly demonstrated by the influence of specimen size
Experimental Method to Determine Extension of Fracture‐Process Zone
Publisher: American Society of Civil Engineers
Abstract: A multicutting technique is introduced, which can be used to determine the extension of the fracture‐process zone together with the conventional compliance method. A new compliance curve is established from a damaged ...
Crack Tip Shielding in Ceramic and Cementitious Materials Subjected to Monotonic and Cyclic Loading
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Crack tip shielding due to crack-interface bridging in a cellulose fiber reinforced cement, plain mortar and a coarse-grained alumina is studied in terms of a novel compliance function φ-curve ...
Correlation between Cohesive Crack-Tip Local Fracture Energy and Peak Load in Mortar Beams
Publisher: American Society of Civil Engineers
Abstract: Mortar, as concrete-like coarse-structured materials, has a fracture process zone ahead of crack tip after the crack initiation. The maximum fracture load must be related to the cohesive crack-tip local fracture energy due ...
Analytical Method for Pullout of Anchor from Anchor–Mortar–Concrete Anchorage System due to Shear Failure of Mortar
Publisher: American Society of Civil Engineers
Abstract: Depending on the relevant material properties, failure of grouted anchors can take forms of pullout of concrete cones, debonding at either anchor–grout or grout–concrete interface, fracture of anchor and combination of ...
Analytical Method for Failure of Anchor-Grout-Concrete Anchorage due to Concrete Cone Failure and Interfacial Debonding
Publisher: American Society of Civil Engineers
Abstract: Depending on the relevant material properties, failure of grouted anchor anchorage to concrete can result from pullout of concrete cones, debonding at either anchor-grout or grout-concrete interface, fracture of anchor, ...
Analytical Solution for Fracture Analysis of CFRP Sheet–Strengthened Cracked Concrete Beams
Publisher: American Society of Civil Engineers
Abstract: Fiber-reinforced polymer (FRP) composite materials have been widely used in the field of retrofitting. Theoretical analysis of FRP plate- or sheet-strengthened cracked concrete beams is necessary for estimating service ...