English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Plus monthly

Global: Zendy Tools annual

Global: Zendy Tools monthly

Global: Zendy Free Plan

Theoretical models for the evaluation of fatigue on reinforced concrete structures most commonly fall into two major groups. The first and more widely used group of models is based on S-N curves and the static stress state. These models provide the final load cycle count until structural failure but do not consider redistribution of stresses within the structure or strain evolution over time. The second group accounts for deterioration of concrete over time. However, due to difficulties in application and high computational costs, these models are not fully evolved. A new simplified iterative method for reinforced concrete columns based on previous research by Zanuy et al. (2009) is presented in this paper. This model allows for estimation of stress redistribution and progressive degradation of concrete under high-cycle loading

mokslas - lietuvos ateitis

CALCULATION TECHNIQUE FOR STRESS-STRAIN ANALYSIS OF RC ELEMENTS SUBJECTED TO HIGH-CYCLE COMPRESSION / DAUGIACIKLE GNIUŽDYMO APKROVA VEIKIAMŲ GELŽBETONINIŲ ELEMENTŲ ĮTEMPIŲ IR DEFORMACIJŲ SKAIČIAVIMO METODIKA