Torsional strength and deformation characteristics of HSC deep beams reinforced with cross-inclined stirrups. [PDF]
Sci RepFawzi R, Asker HS, Yousef AM.
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Influence of shear reinforcement detailing on the shear capacity of reinforced concrete beams
Structural Concrete, EarlyView.Abstract Alternative shear reinforcement layouts that do not fully enclose the longitudinal tensile reinforcement can significantly improve the constructability of reinforced concrete (RC) members. However, their influence on shear transfer mechanisms is not yet fully understood. To address this gap, an experimental program comprising 10 shear tests on
Franz Untermarzoner +5 more
wiley +1 more source
Numerical Modeling of RC Beams Strengthened with Non-Pretensioned and Pretensioned NSM CFRP Strips. [PDF]
Materials (Basel)Seręga S, Kotynia R.
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Structural Concrete, EarlyView.Abstract Current design provisions for punching shear in foundations, including Eurocode 2 (2023) and fib Model Code 2020, are mechanically based models partly calibrated against experimental data from isolated flat slabs and foundation specimens. The available experimental database for foundations is small and only partly representative of realistic ...
Rewi Yolcu Sever, Dirk Schlicke
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Numerical Simulations of Strength Characteristics of Lightweight Fibre-Reinforced Concrete. [PDF]
Materials (Basel)Michalik A +2 more
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Flexural behavior of precast prestressed slabs with embedded building service systems
Structural Concrete, EarlyView.Abstract Dry‐assembled precast concrete construction is rapidly spreading in many parts of the world due to the several advantages offered by industrialized construction. In order to speed up not only the assemblage of the structure, but also the full integrated building process, engineering systems (mechanical–electrical–plumbing) may be prefabricated
Bruno Dal Lago, Aleksei Abramov
wiley +1 more source
Acoustic-Emission-Based Multiscale Tensile Constitutive Model for Ultra-High-Performance Concrete Considering Steel-Fiber Parameters and Beam-Scale Validation. [PDF]
Materials (Basel)Bao Z, Wang Q, Deng J, Zhang M.
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Evaluation of Deflection Prediction Models for RC Beams with High-Strength Steel Reinforcement. [PDF]
Materials (Basel)Kaklauskas G +4 more
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Finite element analysis of flexural behavior of UHPC-strengthened RC beams based on experimental calibration. [PDF]
Sci RepWang J, Li Z.
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Explainable AI-Based Analysis of Deflection in RC Beams with Longitudinal GFRP Bars in Tension Zone. [PDF]
Polymers (Basel)Karabulut M.
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