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This paper presents experimental and analytical studies on the cracking behavior and flexural performance of reinforced concrete (RC) beams repaired with strain-hardening cement-based composite (SHCC).
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Referring to these figures, it is observed that: (1) compared with the effect of granular piles stiffness, the effect of soil stiffness on differential displacement and flexural performance of strip footing is more significant, (2) the effect of granular piles stiffness on the behavior of the strip footing decreases as the modular ratio increases.
Their effects on the compressive and flexural performance of HFRC composites were investigated.
Textile reinforcements improve the tensile and flexural performances of the resulting cement composite.
The correlation between single fiber pullout behavior and flexural behavior of HPFRCC was also evaluated.
This study aimed at investigating the flexural behavior and serviceability performance of concrete beams reinforced with different types of GFRP bars.
Although numerous studies were dedicated on the material properties of HVFA concrete, need is to study the flexural behavior and performance of structures using HVFA concrete in order to promote further field applications.
Discussion is then turned to the static behavior of recycled aggregate concrete-filled steel tube (RACFST) members, including the flexural performance of beams, concentric and eccentric load carrying capacities of stub columns and long-term performance of columns.
The study addresses the effect of a thin concrete deck adhesively bonded to the top GFRP plate on flexural performance, as well as the behavior under positive and negative bending that simulates continuous girders.
This study explores the flexural performance of regular and innovative reinforced ECC members under displacement reversals.
Test results indicate that straight steel fibers provide the best flexural performance, including strength, deflection capacity, energy absorption capacity, and cracking behavior, compared with hooked and twisted fibers, especially when many fibers (2% by volume) were incorporated.
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