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Fracture Views: 883 Downloads: 728 Vol. 17, No. 64 (2023) March 21, 2023 pp. 11-30

The impact of utilizing UHPFRC in beam-column joints with different patterns of transverse reinforcement

Ayman Abdo, Heba A. Mohamed, Talaat Ryad, Sayed Ahmed

This research studies and assesses the possibility of employing UHPFRC in exterior beam-column joints (BCJs). Eight specimens with various concrete material characteristics and steel reinforcing details are cast and examined under repeated…

10.3221/IGF-ESIS.64.02

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Miscellanea Views: 985 Downloads: 548 Vol. 11, No. 40 (2017) April 3, 2017 pp. Pages 149-161

A thermography-based method for fatigue behavior evaluation of coupling beam damper

Zhe Zhang, Jinping Ou, Dongsheng Li, Shuaifang Zhang, Junling Fan

Under cyclic load, local fatigue damage will occur in the metal damper widely used in the shear wall. This will deteriorate the stiffness of damper and weaken the hysteresis behaviour. The present paper proposed a new and easy method to…

10.3221/IGF-ESIS.40.13

Details: A thermography-based method for fatigue behavior evaluation of coupling beam damper PDF

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Miscellanea Views: 861 Downloads: 472 Vol. 11, No. 42 (2017) September 29, 2017 pp. Pages 30-39

Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean load

R. Pawliczek, C.T Lachowicz

The paper presents results of calculation for modelling of the stressstrain relationship in the case of block loads with mean load value. A model, based on the stable hysteresis loops, was assumed and modified to use for block loading…

10.3221/IGF-ESIS.42.04

Details: Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean load PDF

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The impact of utilizing UHPFRC in beam-column joints with different patterns of transverse reinforcement

A thermography-based method for fatigue behavior evaluation of coupling beam damper

Modeling of the stress-strain relationship for specimens made of S355J0 steel subjected to bending block loading with mean load