Study on the mechanical characteristics and anchorage performance of the anchor cable with precast internal-anchor-head (PIAC). [PDF]
Liu B +6 more
europepmc +1 more source
Abstract Accelerated urbanization has intensified environmental concerns due to excessive natural resource consumption and construction waste generation. Circular concrete‐filled steel tube (CFST) columns incorporating manufactured sand recycled coarse aggregate (MS‐RCA) concrete have emerged as an innovative composite element offering notable ...
Minsheng Guan +7 more
wiley +1 more source
Parametric Study of Reinforced Concrete Columns Embedded with PET Bottles Under Compression. [PDF]
Al Bayati S, Tabsh SW.
europepmc +1 more source
Abstract In precast concrete structures, optimizing the design of corbels by considering the contributions of secondary reinforcement elements can significantly improve construction economy, especially when corbels are repeated multiple times. This paper proposes a strut‐and‐tie model for reinforced concrete corbels subjected to vertical and/or ...
Rejane Martins Fernandes Canha +3 more
wiley +1 more source
Earth pressure analysis of inclined support structures adjacent to existing structures. [PDF]
Peng C, Fu X, Wang W, Yin R.
europepmc +1 more source
Three‐parameter kinematic theory for shear assessment of reinforced concrete short columns
Abstract This work presents a rational kinematics‐based model for assessing the shear capacity of rectangular reinforced concrete short columns. Due to their high stiffness and brittleness, short columns are particularly vulnerable to seismic forces, often exhibiting critical failures.
Daniele Arcuri +2 more
wiley +1 more source
Study on Molten Pool Dynamic Behavior of Laser-MIG Hybrid Welding for 10CrNiCu Steel Under Different Assembly Conditions. [PDF]
Qian M +6 more
europepmc +1 more source
Testing and modeling reinforced 3D concrete printing
Abstract 3D Concrete Printing (3DCP) provides several advantages, including construction productivity and sustainability, although the presence of cold joints reduces structural performance, particularly in zones subjected to tensile stresses. In addition, it is difficult to reinforce 3DCP structures with conventional steel rebars, generally used to ...
Haruto Tasaki +7 more
wiley +1 more source
Experimental data collected during quasi-static cyclic loading of mass timber lateral force-resisting system tested in a three-story building structure. [PDF]
Thielsen NT +4 more
europepmc +1 more source
Influence of shear reinforcement detailing on the shear capacity of reinforced concrete beams
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

