Results 81 to 90 of about 72,192 (200)

Study on coalescence criterion of double elliptic cracks in finite homogeneous plates under the uniaxial tensile load based on GTN model

open access: yesJixie qiangdu
Based on the Gurson-Tvergaard-Needleman (GTN) damage model, the coalescence behavior of double elliptical cracks with different sizes and the coalescence criterion based on crack spacing ratio was studied in homogeneous plates with elliptical double ...
LIU Hongxia   +5 more
doaj  

Influence of Stirrup-Tie Shape on Inelastic Cyclic Response of Flanged Reinforced Concrete Flexural Members [PDF]

open access: yes, 1981
Three reinforced concrete flanged sections (T-sections) having different shapes of shear reinforcement were subjected to cyclic inelastic flexure representative of what framed structure members might-be forced to endure during a severe earthquake. The
Scribner, C.F., Wilhelm, D.R.
core  

Analysis of a hybrid-undirectional buffer strip laminate [PDF]

open access: yes
A method of analysis capable of predicting accurately the fracture behavior of a unidirectional composite laminate containing symmetrically placed buffer strips is presented.
Dharani, L. R., Goree, J. G.
core   +1 more source

Investigation of Stress Intensity Factors in Welds of Steel Girders Within Steel–Concrete Composite Structures

open access: yesBuildings
Fatigue damage in steel–concrete composite structures frequently initiates at welded joints due to stress concentrations and inherent defects. This study investigates the stress intensity factors (SIFs) associated with fatigue cracks in the welds of ...
Da Wang   +6 more
doaj   +1 more source

Study on cracking mechanism and key parameters of roof in gob-side entry retaining by pre-split blasting roof in deep mine

open access: yesEnergy Exploration & Exploitation
Based on 7135 working face of Qidong Coal Mine, the cracking mechanism of pre-splitting of gob-side entry retaining by roof cutting and the key parameters of pre-splitting blasting are studied by means of theoretical analysis, numerical simulation, and ...
Xiao Liu   +4 more
doaj   +1 more source

Experimental and Theoretical Investigation on Cracking Behavior and Influencing Factors of Steel-Reinforced Concrete Deep Beams

open access: yesBuildings
Steel-reinforced concrete (SRC) deep beams have been widely used in engineering applications such as high-rise buildings and long-span bridges, with their structural behavior and mechanical properties attracting significant research attention.
Gaoxing Hu   +3 more
doaj   +1 more source

Design and analysis of a stiffened composite fuselage panel [PDF]

open access: yes
The design and analysis of stiffened composite panel that is representative of the fuselage structure of existing wide bodied aircraft is discussed. The panel is a minimum weight design, based on the current level of technology and realistic loads and ...
Biggers, S. B., Dickson, J. N.
core   +1 more source

Fracture and crack growth in orthotropic laminates [PDF]

open access: yes
A mathematical model based on the classical shear-lag assumptions is used to study the residual strength and fracture behavior of composite laminates with symmetrically placed buffer strips. The laminate is loaded by a uniform remote longitudinal tensile
Goree, James G., Kaw, Autar K.
core   +1 more source

Within Breathing Space or Through a Cracked Divider?

open access: yesPARSE Journal
Based on two collective art activities at “The Lost-and-Found” academic symposia held at the National Museum in Warsaw and on the Riga to Dubulti train in 2024, this paper reflects on art-based research. I propose that art research can serve as an effective method to revitalize the teaching of art history, as it embraces a multiplicity of ...
openaire   +2 more sources

Towards Rational Design Method for Strengthening of Concrete Structures by External Bonding

open access: yesCivil Engineering Dimension, 2012
Many infrastructures need to be repaired or strengthened due to various reasons, such as unexpected deterioration and changes in performance requirement.
Furuuchi H., Zhang D., Ueda T.
doaj  

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