Results 171 to 180 of about 108,598 (292)

Behavior of manufactured sand and recycled coarse aggregate concrete‐filled steel tubular stub columns with circular section

Structural Concrete, EarlyView.
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, Qi Chen, Gang Wang, Aiguo Xiong, Ying Wang, Le Li, Anne W. M. Ng, Qing Quan Liang   +7 more
wiley   +1 more source

UHF RFID Tags Installation Methods for Vehicle Navigation on Paved and Unpaved Roads. [PDF]

Sensors (Basel)
Castro Gonzalez GM, Kawaguchi T, Nakamura D, Kurokawa K, Kawamura T.   +4 more
europepmc   +1 more source

Concrete with a very high number of load cycles—Identification of stress levels for efficient investigation of fatigue behavior

Structural Concrete, EarlyView.
Abstract Fatigue stresses are receiving increasing attention in structural engineering, particularly in the design of increasingly slender structures. However, the mechanical response of concrete—particularly its fatigue behavior under very high numbers of load cycles—is still scarcely understood.
Kerstin Willers, Lutz Gerlach, Frank Dehn   +2 more
wiley   +1 more source

Response to "Extended Duration of Training, Resident Physician Well-Being, and the Primary Care Physician Shortage: Questions Remaining Following the Length of Training Pilot". [PDF]

Fam Med
Gravel JW, Douglass AB, Hoekzema GS, Fetter J, B Barr W.   +4 more
europepmc   +1 more source

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, Michael Rath, Simon Leitner, Tobias Huber, Johann Kollegger, Patrick Huber   +5 more
wiley   +1 more source

CTGAN-Based Data Augmentation and XGBoost-LSTM Strength Prediction of CSG. [PDF]

Materials (Basel)
Li G, Zhang Y, Tian Q, Guo L, Chai Q.
europepmc   +1 more source

Fracture‐mechanical numerical simulation of punching in reinforced concrete foundations considering soil‐structure interaction and design code evaluation

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
wiley   +1 more source

Size-Dependent Habitat Selection in a Tropical Freshwater Crayfish: Preference for Vegetated Refugia. [PDF]

Ecol Evol
Heide M, Cartwright P, Mishra AK, Squires A, Waltham NJ.   +4 more
europepmc   +1 more source

Contribution of dowel action to interfacial shear transfer in flat joints with unbonded posttensioned bars for precast segmental bridges

Structural Concrete, EarlyView.
Abstract Dry joints are widely used in precast segmental bridge construction because they simplify assembly and accelerate erection. Incorporating fasteners crossing flat dry joints represents an innovative configuration for this type of connection.
Rogelio Franco Segarra, Pedro Miguel Sosa, José Luís Bonet Senach, Alberto García Cárcel   +3 more
wiley   +1 more source

Congener Dreissenid Mussels Differ in Their Survival and Behavioral Responses to Drought and Immersion in Sediments. [PDF]

Integr Zool
Kobak J, Wiśniewski K, Bomba A, Szarmach D, Balogh C, Jermacz Ł, Poznańska-Kakareko M.   +6 more
europepmc   +1 more source