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Experimental research on local buckling of BS700 high-strength steel thin-walled box-section members under axial compression
In this study, the ultimate bearing capacity and local buckling failure mode of members were investigated, and the results were compared to the...
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Plasticity Theory in Strength Calculations Concrete Elements Under Local Compression
To determine the strength of compressed elements, a variational method was proposed in the theory of concrete plasticity using the principle of...
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Analysis of the performance of carbon fiber patches on improving the failure strength of a damaged and repaired plate
Since the implementation of the composite patch bonding repair technique, this process has gradually replaced traditional bolting or welding methods....
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Diagonal Section Strength Under Flexure
Chapter 4 dealt with the flexural behavior and strength of beams. Beams must also have an adequate safety margin...
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Non-Equal Strength Reduction Analysis of Soil Slopes Considering Progressive Failure
A non-equal strength reduction technique for slope stability analysis is developed that considers the progressive failure characteristics of soils...
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Local Bond Stress-Slip Model of High-Strength Stainless Steel Wire Ropes in ECC
Engineered cementitious composites (ECC) reinforced with high-strength stainless steel wire ropes (HSSSWR) is a new composite that has attracted much...
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Failure During Construction
Even after careful planning and design, unexpected failure can and do occur during construction. Reasons behind failure are known only after...
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Fatigue strength analysis of bimetallic sleeve roll by simulation of local slip accumulation at shrink-fit interface caused by roll rotation
Next generation rolls such as super-cermet rolls and all-ceramic rolls can be only manufactured as sleeve rolls, although the circumferential...
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Performance evaluation of low-rise infilled reinforced concrete frames designed by considering local effects on column shear demand
The interactions between reinforced concrete (RC) frames and infill walls play an important role in the seismic response of frames, particularly for...
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Determining Concrete Tensile Strength in ASR-Damaged Slabs and Shells Without Transverse Reinforcement
This study addresses the crucial issue of determining the tensile strength in alkali-silica reaction (ASR)-damaged concrete slabs and shells without...
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Compressive Strength of Tubular Members with Combined Pitting Corrosion and Crack Damage
Tubular members subject to combined pitting corrosion and crack damage were numerically studied to clarify the reduction of ultimate strength and...
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Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression
The fissure in expansive soil is an important factor to control the failure and stability of expansive soil foundation, slope, and underground...
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Anchorage zone behavior and strength prediction of high-performance concrete containing coarse aggregate confined with spirals
High-performance concrete containing coarse aggregate (HPC-CA) has superior cost efficiency and reduced early cracking risk compared with traditional...
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A macro-meso nonlinear strength criterion for frozen soil
Different from other geotechnical materials, the strength characteristics of saturated frozen soil have nonlinear characteristics that first increase...
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Punching shear failure: dangerous failure zone of bi-axial voided slab
In this research paper, the focus is on studying the Dangerous zone of failure in concrete voided slabs. Voided slabs depict dangerous zones as...
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Stiffeners for Enhanced Web Crippling Strength of Cold-Formed Steel Sections
The design efficiency of cold-formed steel (CFS) joists can be improved if the web crippling failure mode, which is a localized failure, can be...
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Influence of residual strength on progressive collapse of GFRP composite panels under transverse loading
Collapse of panels under transverse loads has been reported dependent on formation of some unstable subregions surrounded by failure lines (hinges)...
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Direct Strength Method for Cold-Formed Steel Unlipped Channel Columns Subject to Local Buckling
This paper evaluates the strength of unlipped channel columns using the Direct Strength Method (DSM), which applies to the sections with either...
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Strength and buckling analysis for cylindrical shell panels by various strength theories
The purpose of this work is to offer a comprehensive analysis of the buckling and strength of shell structures in accordance with several strength...
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Influence of Layer Thickness Ratio on the Mechanical and Failure Properties of Soft-Hard Interbedded Rock-like Material
To figure out the influence of soft-hard layer thickness ratio on specimens’ mechanical properties evolution and microcracking mechanism, combined...