An experimental investigation of the shear strength of high-strength concrete beams with web reinforcement was conducted. Two series of beam tests were performed, each series consisting of Cheng Yu - Google ScholarExperimental investigation and design method for the shear strength of self-piercing rivet connections in thin-walled steel structures W Yan, Z Xie, C Yu, L Song, H He Journal of Constructional Steel Research 133, 231-240 , 2017
Design for Shear in Reinforced Concrete Using Strut-and-Tie Models 6. Performing Organization Code on shear strength of deep beams. The effects of beam width and shear span-to-depth ratio on shear strength were studied using the method, process, machine manufacture, design or composition of matter, or any new useful improvement thereof Experimental Tests and Design Model for RC Beams Oct 05, 2012 · The ETS FRP rod method is a promising method to increase the shear strength of RC beams. As this method develops, the structural behavior of RC beams strengthened with the ETS method needs to be thoroughly characterized and the influencing parameters addressed. In this research study, nine tests were performed on 4,520-mm-long RC T-beams. Experimental investigation on shear performance of fiber Nov 15, 2020 · After being cured to design strength, all specimens were transported to the test area and continued to be cured until the direct shear test. 2.2. Materials. The design strength of SHSC was 90 MPa and the expected apparent density was 2750 kg·m 3. The type of P·II52.5R portland cement produced by the Jiangnan Concrete Plant and tap water
Jul 15, 2017 · To quantify the shear strength of ECC, Li et al. conducted experimental tests on ECC beams under shear . Test results showed superior shear strength and strain capacity in comparison with conventional concrete and fibre-reinforced concrete. However, the shear stress distribution was non-uniform across the shear plane. Experimental investigation on shear strength of engineered Jul 15, 2017 · To quantify the shear strength of ECC, Li et al. conducted experimental tests on ECC beams under shear . Test results showed superior shear strength and strain capacity in comparison with conventional concrete and fibre-reinforced concrete. However, the shear stress distribution was non-uniform across the shear plane. Investigation of glueline shear strength of pine wood In the present work, the effects of process parameters on glueline shear strength are investigated, and a mathematical model is established by response surface methodology (RSM) to predict the shear strength and find out the relationship between process parameters and the response parameter.
Soil nailing is a popular reinforcement method for stabilizing slopes, excavations, and retaining walls in many countries. The pullout capacity of the soil-nail interface is a critical parameter for the design and safety assessment of soil-nailed systems. In this paper, a three-dimensional (3D) finite element (FE) model is developed using the commercial program Numerical investigation on the pullout shear strength of Soil nailing is a popular reinforcement method for stabilizing slopes, excavations, and retaining walls in many countries. The pullout capacity of the soil-nail interface is a critical parameter for the design and safety assessment of soil-nailed systems. In this paper, a three-dimensional (3D) finite element (FE) model is developed using the commercial program Numerical investigation on ultimate shear strength of Numerical results were used to e the ultimate shear strength of column-restrained steel plate shear walls in-terms of geometric and material properties of the wall and to propose new design
To investigate the exact shear wall cross section capacity, a detailed interaction diagram can be easily generated by spColumn conforming to the provisions of the Strength Design Method and Unified Design Provisions with all conditions of strength satisfying the applicable conditions of equilibrium and strain compatibility. Shear Strength of Glued-Laminated Timber Beams and Clarify the design method for highway bridge decks by investigation of the failure mode in panels bent about the weak axis. These objectives will be met through an experimental testing program and statistical analysis of the experimental results. Background The ASTM D3737 method for determining shear strength of horizontally laminated glued Shear design off high strength concrete beams Shear design of high strength concrete beams - Canadian code perspective Maria Anna Polak and Jaroslaw J. Dubas Abstract:The paper presents the results of an investigation of the influence of
5.1 The procedure described in this test method for determination of the shear resistance of the soil and geosynthetic or geosynthetic and geosynthetic interface is intended as a performance test to provide the user with a set of design values for the test conditions examined. The test specimens and conditions, including normal stresses, are generally selected by the user. Evaluation of design shear strength of intermediate soil Feb 01, 2020 · In order to consider the effect of the sample quality, the method of strength determination by combining the unconfined compressive strength with the compressive strength of the CU (consolidated undrained) triaxial test was introduced in the technical standard in 2007 for port and harbor structures as a recommended method for determining the design shear strength