Load-Deformation Behavior of a) Unreinforced Concrete and b) Steel Fiber-Reinforced Concrete
Testing Device to Determine Post-Cracking Flexural Tensile Strength (Dimensions in mm)
Completed 4-Point Bending Test with Crack Opening (Image: BPL Müller and Lobisch GmbH)
Symbolic Load-Deformation Curve to Determine Post-Cracking Tensile Strengths
Most Common Performance Classes L1 and L2 with Corresponding Basic Values of Axial Post-Cracking Tensile Strength
Stress-Strain Curve in Tension Area According to [1] to Determine Internal Forces and Deformations in Nonlinear Methods
Stress-Strain Curve on Tension Side According to [1] for Cross-Section Design in Ultimate Limit State
Stress-Strain Diagram According to [4] for Compression Zone: a) for Nonlinear Calculation; b) for Cross-Section Design
Defining Stress-Strain Curve of Steel Fiber-Reinforced Concrete
Stress-Strain Curve of Steel Fiber-Reinforced Concrete in Tension Area for Nonlinear Calculation
Calculation Model in RFEM: One FE Element, Held on Left, Pulled on Right
Defining Incrementally Increasing Loading
Displaying First Membrane Stress in Calculation Diagram
Comparing RFEM Results with Defined Material Property in Tension Area
Load-Deformation Behavior of a) Unreinforced Concrete and b) Steel Fiber-Reinforced Concrete
Testing Device to Determine Post-Cracking Flexural Tensile Strength (Dimensions in mm)
Completed 4-Point Bending Test with Crack Opening (Image: BPL Müller and Lobisch GmbH)
Symbolic Load-Deformation Curve to Determine Post-Cracking Tensile Strengths
Most Common Performance Classes L1 and L2 with Corresponding Basic Values of Axial Post-Cracking Tensile Strength
Stress-Strain Curve in Tension Area According to [1] to Determine Internal Forces and Deformations in Nonlinear Methods
Stress-Strain Curve on Tension Side According to [1] for Cross-Section Design in Ultimate Limit State
Stress-Strain Diagram According to [4] for Compression Zone: a) for Nonlinear Calculation; b) for Cross-Section Design
Defining Stress-Strain Curve of Steel Fiber-Reinforced Concrete
Stress-Strain Curve of Steel Fiber-Reinforced Concrete in Tension Area for Nonlinear Calculation
Calculation Model in RFEM: One FE Element, Held on Left, Pulled on Right
Defining Incrementally Increasing Loading
Displaying First Membrane Stress in Calculation Diagram
Comparing RFEM Results with Defined Material Property in Tension Area
2024-05-30
008783

Load-Deformation Behavior of a) Unreinforced Concrete and b) Steel Fiber-Reinforced Concrete

Used in
2024-05-30
008784
Testing Device to Determine Post-Cracking Flexural Tensile Strength (Dimensions in mm)
Used in
2024-05-30
008785
Completed 4-Point Bending Test with Crack Opening (Image: BPL Müller and Lobisch GmbH)
Used in
2024-05-30
008786
Symbolic Load-Deformation Curve to Determine Post-Cracking Tensile Strengths
Used in
2024-05-30
008787
Most Common Performance Classes L1 and L2 with Corresponding Basic Values of Axial Post-Cracking Tensile Strength
Used in
2024-05-30
008788
Stress-Strain Curve in Tension Area According to [1] to Determine Internal Forces and Deformations in Nonlinear Methods
Used in
2024-05-30
008789
Stress-Strain Curve on Tension Side According to [1] for Cross-Section Design in Ultimate Limit State
Used in
2024-05-30
008790
Stress-Strain Diagram According to [4] for Compression Zone: a) for Nonlinear Calculation; b) for Cross-Section Design
Used in
2024-05-30
008791
Defining Stress-Strain Curve of Steel Fiber-Reinforced Concrete
Used in
2024-05-30
013123
Stress-Strain Curve of Steel Fiber-Reinforced Concrete in Tension Area for Nonlinear Calculation
Used in
2024-05-30
008792
Calculation Model in RFEM: One FE Element, Held on Left, Pulled on Right
Used in
2024-05-30
008793
Defining Incrementally Increasing Loading
Used in
2024-05-30
008794
Displaying First Membrane Stress in Calculation Diagram
Used in
2024-05-30
008795
Comparing RFEM Results with Defined Material Property in Tension Area
Used in