Limit Analysis and Concrete Plasticity

By M. P. Nielsen, L. C. Hoang. 2010

435 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/0bba5ac3fcb665bde2f14961277b8f6b2c9af845

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. M. Fernández Ruiz
2. A. Muttoni
3. Francesco Cavagnis
4. Matthew Gilbert
5. C. Le
6. H. Askes

In Civil and Structural Engineering

1. M. Fernández Ruiz
2. C. Le
3. H. Askes
4. A. Muttoni
5. Francesco Cavagnis
6. Matthew Gilbert
7. Hung Nguyen-Xuan

In Mechanical Engineering

1. Matthew Gilbert
2. M. Fernández Ruiz
3. C. Le
4. H. Askes
5. A. Muttoni
6. Francesco Cavagnis

Citations in the corpus

• An analysis of the shear‐transfer actions in reinforced concrete members without transverse reinforcement based on refined experimental measurements (2018, methodology): “The concrete failure surface in the combined tension-compression regime (left upper and right lower quadrants) is simplified by a bilinear law (Figure 9b), whose slope is determined by that of the Mohr–Coulomb failure envelope, using a friction angle φ = 37 .(30) Both the contribution of the incline”
• Shear failures in reinforced concrete members without transverse reinforcement: An analysis of the critical shear crack development on the basis of test results (2015, background): “The Critical Shear Crack Theory [32] has also acknowledged the role of the various sheartransfer actions, with cracking as an estimator of the decrease of the total shear strength.”
• Limit analysis of plates and slabs using a meshless equilibrium formulation (2010, methodology): “In this study, the yield criterion proposed by Nielsen [19, 20] and Wolfensberger [21], which is commonly known as Nielsen’s yield criterion, is used for the analysis of reinforced concrete slabs.”