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Behavior of prestressed CFRP plates bonded to steel substrate: Numerical modeling and experimental validation

Publications associées (29)

Two-dimensional quasi-static delamination in composite laminates under Mode-I and Mode-II conditions

Fiber-polymer composites consist of a polymer matrix and reinforcing fibers made of various materials. These composites exhibit exceptional properties, such as a high strength-to-weight ratio and excellent corrosion resistance, which has led to their incre ...

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Codes of practice can be overly conservative, particularly for the shear resistance of reinforced concrete beams with shear reinforcement when large loads act close to supports. This thesis addresses the topic by proposing a refined design approach based o ...

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Examining the performance of an existing bridge requires information on several aspects, such as design choices, material properties, and ongoing degradation processes. It often happens that some critical information is not available. The traditional appro ...

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Biominerals are used by natural organisms for example as structural supports and optical sensors. They are produced from a limited number of elements and under ambient conditions. Nevertheless, they often possess excellent mechanical properties and sometim ...

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Ultra-high performance fiber reinforced cementitious composite (UHPFRC) is a modern class of cementitious building materials. Because of its superior mechanical properties and durability, it is increasingly used globally to rehabilitate, strengthen and mod ...

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A large part of building demolitions is motivated by purely socio-economic reasons. Hence, about-to-be-demolished structures, commonly made of reinforced concrete, very often present no or little degradation. When adaptive reuse of the entire building is n ...

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Behavior of prestressed CFRP plates bonded to steel substrate: Numerical modeling and experimental validation

Two-dimensional quasi-static delamination in composite laminates under Mode-I and Mode-II conditions

Experimental and analytical investigation of shear-reinforced concrete and dowel action

A global framework for data-informed bridge examination

Experimental investigation of dowel action in reinforcing bars using refined measurements

Rising from rubble - Leveraging existing construction tools for upcycling concrete waste into slender walls

Additive Manufacturing of Bioinspired Mineral-Based Composites

Experimental Investigation on Size-Effect of Rubble Stone Masonry Walls Under In-Plane Horizontal Loading: Overview and Preliminary Results

Influence of fiber orientation on the tensile behavior of UHPFRC and reinforced UHPFRC under static and fatigue loadings

Reusability assessment of reinforced concrete components prior to deconstruction from obsolete buildings

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Two-dimensional quasi-static delamination in composite laminates under Mode-I and Mode-II conditions

Experimental and analytical investigation of shear-reinforced concrete and dowel action

Numerical investigation of two-dimensional Mode-II delamination in composite laminates

A global framework for data-informed bridge examination

Experimental investigation of dowel action in reinforcing bars using refined measurements

Rising from rubble - Leveraging existing construction tools for upcycling concrete waste into slender walls

Additive Manufacturing of Bioinspired Mineral-Based Composites

Experimental Investigation on Size-Effect of Rubble Stone Masonry Walls Under In-Plane Horizontal Loading: Overview and Preliminary Results

Influence of fiber orientation on the tensile behavior of UHPFRC and reinforced UHPFRC under static and fatigue loadings

Reusability assessment of reinforced concrete components prior to deconstruction from obsolete buildings

Numerical investigation of two-dimensional Mode-II delamination in composite laminates