Numerical Investigation of Shear Response Lightweight Concrete Beams Strengthened with CFRP Reinforcement

This paper conducted a numerical analysis of the shear response of lightweight concrete (LWC) beams reinforced with carbon fiber-reinforced polymer (CFRP) reinforcement. An ABAQUS finite element (FE) model was developed and adjusted to the experimental data of Al-Allaf (2019). The model was in close...

وصف كامل

التفاصيل البيبلوغرافية

المؤلفون الرئيسيون:	Raid Khalel, Elwi Mohammed, Al-Alusi Mohammed Raji Mohammed
التنسيق:	Artigo
اللغة:	Inglês
منشور في:	Sciendo 2026-06-01
سلاسل:	Civil and Environmental Engineering
الموضوعات:	lightweight concrete (lwc) externally bonded carbon fibre reinforced polymer (cfrp) finite element analysis (fea)
الوصول للمادة أونلاين:	https://doi.org/10.2478/cee-2026-0038
الوسوم:	إضافة وسم لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!