Abstract Compression field approaches such as the Cracked Membrane Model with fixed, interlocked cracks (CMM‐F) are efficient tools for the mechanical modeling of reinforced concrete elements, providing the mechanical model σ=fε$$ \boldsymbol{\upsigma} =f\left(\boldsymbol{\upvarepsilon} \right) $$ required for finite element analyses.
Andreas Näsbom +2 more
wiley +1 more source
Probability Distribution and Recommended Value for the Crack Spacing Reduction Coefficient of Steel Fiber in SFRC Beams. [PDF]
Huang Y +6 more
europepmc +1 more source
Mechanics‐based model for cold joints in reinforced concrete members
Abstract This study introduces a mechanics‐based numerical model to characterize the behavior of cold joints in reinforced concrete members subjected to monotonic loading. The model incorporates mechanisms such as interface slip and opening, aggregate interlock, clamping force, and dowel action of the reinforcing bars crossing the interface.
Brandon Li +3 more
wiley +1 more source
Flexural behavior and crack development of reinforced geopolymer slabs with longitudinal voids: an experimental study. [PDF]
Aziz YHA, Malky AE, El-Sayed TA.
europepmc +1 more source
Pre‐failure behavior of continuous post‐tensioned and post‐grouted beam in case of tendon failure
Abstract Grouted tendons are a common solution for long‐span bridge structures. The grout provides bond and corrosion protection for prestressing steel. However, if the grouting is defective, corrosion of the prestressing steel may initiate and eventually lead to tendon failure.
Olli Asp +2 more
wiley +1 more source
Investigation of finite element simulation-based bond-slip effect for seismically vulnerable school reinforced concrete building frame. [PDF]
Kang H, Lee K, Shin S, Woo J, Shin J.
europepmc +1 more source
Abstract The use of fiber reinforced concrete (FRC) in precast tunnel segments is among the most established and representative applications of this material. Over the past two decades, numerous tunnel linings were constructed with partial or total substitution of conventional steel reinforcement by fibers, this yielding to quantifiable benefits in ...
Vladimir Rusanov +4 more
wiley +1 more source
The Influence of Polymer Fibers on the Properties of Foam Concrete with a Complex Nanomodifying Additive: Finite Element Analysis and Experimental Study. [PDF]
Beskopylny AN +8 more
europepmc +1 more source
Abstract Lightweight strain‐hardening ultra‐high‐performance concrete composite (SH‐UHPC) is an outstanding alternative for engineering applications and infrastructure thanks to its outstanding strength, toughness, ductility, and low density. The integration of artificial intelligence (AI)‐based modeling strategies into engineering problems can ...
Metin Katlav, Kazim Turk
wiley +1 more source
A Study on the Influencing Factors of the Mechanical Properties of Steel-Fiber-Reinforced Cement Concrete. [PDF]
Gong F, Yao Y, Li H, Xu Y.
europepmc +1 more source

