Results 161 to 170 of about 339,788 (295)

A feasibility assessment of low-carbon concrete containing calcined clay and granite powder or dolomitic limestone in Burkina Faso. [PDF]

Sci Rep
Nshimiyimana P, Kouspare Kadere A, Nouhoun Salou I, Kanazoe K, Adufu YD, Djoubissié Denouwé D, Sore SO, Nemaro HR, Messan A.   +8 more
europepmc   +1 more source

Experimental evaluation of reinforced concrete columns produced with natural perlite aggregates under cyclic loading

Structural Concrete, EarlyView.
Abstract A total of four reinforced concrete (RC) columns were tested to compare the structural capacities of RC columns produced by natural perlite aggregates and conventional concrete. The structural performance of the RC columns made from natural perlite aggregates was compared to conventional RC columns regarding the same concrete strength levels ...
Sefa Atlı, Hakan Yalciner, Atila Kumbasaroglu, Yaşar Ayaz, Ahmet İhsan Turan, H. Alperen Bulut, Sepanta Naimi   +6 more
wiley   +1 more source

A novel microbial dissolution-reprecipitation pathway for bio-sintering of limestone for biocement production. [PDF]

Appl Microbiol Biotechnol
Murugan R, Dubey AA, Dhami NK, Mukherjee A.   +3 more
europepmc   +1 more source

Dimensional stability and water transport behavior of concrete with high contents of wind‐turbine blade waste

Structural Concrete, EarlyView.
Abstract Fiber addition is a common strategy to enhance concrete's durability, avoiding cracks and reducing penetration of harmful agents. In this research, a sustainable fiber‐like material obtained from mechanical recycling of dismantled wind‐turbine blades and made up of glass fiber‐reinforced polymer (GFRP) fibers and microfibers, balsa wood, and ...
Javier Manso‐Morato, Nerea Hurtado‐Alonso, Ana B. Espinosa, Víctor Revilla‐Cuesta, Vanesa Ortega‐López   +4 more
wiley   +1 more source

Influence of coal liquefaction residues as fine aggregate substitution on asphalt mixture performance and adsorption characteristics. [PDF]

Sci Rep
Wang Z, Wang Z, Guo S, Sha C, Yang Y, Zhang M, Zhou X, Wang P.   +7 more
europepmc   +1 more source

Toward transparent AI: Predicting strength of fly ash foam composite concrete using explainable ML models

Structural Concrete, EarlyView.
Abstract Fly ash foam composite concrete (FFC) is a sustainable, lightweight alternative to traditional concrete. However, accurately predicting its compressive strength (CS) through conventional laboratory methods is challenging due to its non‐linear behavior induced by the addition of foam content and fly ash. Also, the laboratory determination of CS
Atta Ullah, Yongfeng Yang, Wali Ullah, Bilal Ayub, Abdullah Alzlfawi, Imtiaz Iqbal   +5 more
wiley   +1 more source

Rheological and mechanical performance of sustainable LC3 concrete modified with nano-silica and rubber latex. [PDF]

Sci Rep
Rath B, Praveenkumar TR, Gupta KK, Paramasivam P, Jayanthiladevi A, Tufa MA.   +5 more
europepmc   +1 more source

On the behavior of flat slabs with asymmetric openings near columns: A hypothesis based on numerical simulations and design code‐based analytical models

Structural Concrete, EarlyView.
Abstract Several design codes prescribe punching shear verification in flat slabs, especially for common scenarios such as concentric punching and punching under bending moments. Although openings are generally addressed in design codes, asymmetric openings are often neglected.
Ricardo de Paula Randi, Marília Gonçalves Marques, Leandro Mouta Trautwein, António Pinho Ramos   +3 more
wiley   +1 more source

Acid Dissolution-Induced Damage Mechanisms in Concrete-Rock Composites: Experimental and Particle Flow Simulation. [PDF]

ACS Omega
Chen H, Du B, Shen M, Wang J, Li Y.
europepmc   +1 more source

Nonlinear analysis of flat post‐tensioned concrete slab–edge column connections

Structural Concrete, EarlyView.
Abstract This study presents nonlinear finite element analyses to investigate the punching shear behavior of unbonded post‐tensioned concrete flat slabs at slab‐edge column connections. A parametric analysis was conducted to evaluate the influence of four critical parameters on the punching shear resistance: the distribution of prestressing tendons ...
Igor Gonçalves, Ricardo Randi, Orlando M. Almeida, Elyson A. P. Liberati, Leandro M. Trautwein   +4 more
wiley   +1 more source