Publications related to T-beam

Pre-buckling and post-buckling failure at web-flange junction of pultruded GFRP beams

Separation at the web-flange junction is a common failure mode of pultruded glass fiber-reinforced (GFRP) beams subjected to bending. The causes of this separation appear to depend on the presence of lateral supports to prevent lateral buckling. To clarify ...

Springer Verlag2013

Concrete bridge deck slabs strengthened with UHPFRC

Eugen Brühwiler, Maléna Bastien Masse

An original concept is presented for the durable rehabilitation of concrete bridge deck slabs. The main idea is to add a layer of Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) with steel reinforcing bars over the concrete slab to create a compo ...

IABSE2013

Design for punching of prestressed concrete slabs

Aurelio Muttoni, Miguel Fernández Ruiz, António Manuel Pinho Ramos, Thibault Clément

Prestressing in flat slabs helps in controlling deformations and cracking under service loads and allows reducing the required slab thickness, leading thus to more slender structures and being therefore an economic solution for long spans. However, as a co ...

Structural Concrete2013

Assessment of Shear Strength for Existing Bridges with Low Amounts of Shear Reinforcement

Aurelio Muttoni, Miguel Fernández Ruiz, Michael Markus Rupf

Design of concrete girder bridges has significantly evolved during the last decades. This has been particularly relevant with respect to shear design, motivated by changes in actions and design models. As a consequence, assessing the shear strength of exis ...

fib Symposium Tel-Aviv 20132013

Post-tensioned girders with low amounts of shear reinforcement: Shear strength and influence of flanges

Aurelio Muttoni, Miguel Fernández Ruiz, Michael Markus Rupf

Assessing the strength of existing structures has become a major issue for structural engineers. Such analyses are often performed after changes of use of the structure or due to new design codes requirements. This is particularly relevant with respect to ...

Engineering structures2013

Beam-induced oxidation of monomeric U(IV) species

Rizlan Bernier-Latmani, Benjamin Uster, Camelia Borca, Daniel Scott Alessi

Uranium L-III-edge X-ray absorption spectroscopy is often used to probe the oxidation state and coordination of uranium in environmental samples, and micrometre-sized beams can be used to spatially map the distribution of uranium relative to other elements ...

International Union of Crystallography2013

Effect of Load Distribution and Variable Depth on Shear Resistance of Slender Beams without Stirrups

Aurelio Muttoni, Miguel Fernández Ruiz

The work and findings reported in the paper are interesting to the discussers and will advance the understanding of the shear-failure mechanism of reinforced concrete (RC) beams. Some details need further discussion and clarification. In many cases, shear ...

American Concrete Institute2013

Design, manufacture and test of a low-cost shaped-beam reflectarray using a single layer of varying-sized printed dipoles

This paper presents the design, manufacture and test of a low-cost reflectarray antenna that provides a sectored-cosecant squared beam. The bandwidth limitation of single-layer reflectarrays is overcome by using three parallel dipoles in each cell. First, ...

Institute of Electrical and Electronics Engineers2013

Enhanced safety with post-installed shear reinforcement

Aurelio Muttoni, Miguel Fernández Ruiz

The safety of existing concrete slabs against shear may be insufficient for several reasons such as design and construction errors, structural modifications or increased loads. Moreover, the knowledge about shear design has significantly increased over the ...

fib Symposium Tel-Aviv 20132013

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T-beam

Stress Gradient Plasticity: Concept and Applications

Pre-buckling and post-buckling failure at web-flange junction of pultruded GFRP beams

Concrete bridge deck slabs strengthened with UHPFRC

Design for punching of prestressed concrete slabs

Assessment of Shear Strength for Existing Bridges with Low Amounts of Shear Reinforcement

Post-tensioned girders with low amounts of shear reinforcement: Shear strength and influence of flanges

Beam-induced oxidation of monomeric U(IV) species

Effect of Load Distribution and Variable Depth on Shear Resistance of Slender Beams without Stirrups

Design, manufacture and test of a low-cost shaped-beam reflectarray using a single layer of varying-sized printed dipoles

Enhanced safety with post-installed shear reinforcement

Graph Chatbot

Chat with Graph Search

Design, manufacture and test of a low-cost shaped-beam reflectarray using a single layer of varying-sized printed dipoles

Effect of Load Distribution and Variable Depth on Shear Resistance of Slender Beams without Stirrups

Pre-buckling and post-buckling failure at web-flange junction of pultruded GFRP beams

Concrete bridge deck slabs strengthened with UHPFRC

Design for punching of prestressed concrete slabs

Enhanced safety with post-installed shear reinforcement

Assessment of Shear Strength for Existing Bridges with Low Amounts of Shear Reinforcement

Stress Gradient Plasticity: Concept and Applications

Beam-induced oxidation of monomeric U(IV) species

Post-tensioned girders with low amounts of shear reinforcement: Shear strength and influence of flanges