4.5 Article

Detailed crack-based assessment of a 4-m deep beam test specimen

相关参考文献

注意:仅列出部分参考文献,下载原文获取全部文献信息。
Article Engineering, Civil

Effect of member depth and concrete strength on shear strength of RC deep beams without transverse reinforcement

Ye Li et al.

Summary: The testing and analysis of eight reinforced concrete deep beams without shear reinforcement revealed the formation of tied-arch action after the formation of diagonal cracks. Significant size effects were observed in relation to the depth and concrete strength, with proposed fracture mechanics based coefficients to consider this effect in strut-and-tie models. The results also indicated the best prediction accuracy with a refined strut-and-tie model, with an average value and coefficient of variation of the tested-to-predicted shear strength ratio being 1.00 and 17.8%, respectively.

ENGINEERING STRUCTURES (2021)

Article Construction & Building Technology

Compression field modelling of fibre reinforced concrete shear critical deep beams: a numerical study

Antonio Conforti et al.

MATERIALS AND STRUCTURES (2016)

Article Construction & Building Technology

Reversed Cyclic Experiments on Shear Stress Transfer across Cracks in Reinforced Concrete Elements

Paolo M. Calvi et al.

ACI STRUCTURAL JOURNAL (2016)

Article Engineering, Civil

A comparative study of models for shear strength of reinforced concrete deep beams

Jian Liu et al.

ENGINEERING STRUCTURES (2016)

Article Engineering, Civil

Investigation of the shear behavior of RC beams on the basis of measured crack kinematics

Patrick Huber et al.

ENGINEERING STRUCTURES (2016)

Article Construction & Building Technology

Analysis of shear-transfer actions on one-way RC members based on measured cracking pattern and failure kinematics

Stefano Campana et al.

MAGAZINE OF CONCRETE RESEARCH (2013)

Article Mathematics, Applied

Modelling strain localization by cohesive/overlapping zones in tension/compression: Brittleness size effects and scaling in material properties

Alberto Carpinteri et al.

ZAMM-ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK (2012)

Article Engineering, Civil

Size effect in RC deep beams: Experimental investigation and STM verification

Ning Zhang et al.

ENGINEERING STRUCTURES (2007)

Article Construction & Building Technology

Effects of existing shear damage on externally posttensioned repair of bent caps

Thiru Aravinthan et al.

JOURNAL OF STRUCTURAL ENGINEERING (2007)