Results 211 to 220 of about 119,541 (309)

Validated Cohesive Zone Models for Epoxy-Based Adhesive Joints Between Steel and CFRP Composites for Multimaterial Structural Design in Transportation Applications. [PDF]

Polymers (Basel)
Špirk S, Kalina T.
europepmc   +1 more source

Modeling and experimental validation of bolt–grout bond–slip behavior for deep underground excavation support

Deep Underground Science and Engineering, EarlyView.
A novel shear‐lag model, validated by pull‐out tests, incorporates a constant bond stress stage to predict the complete load–displacement response of grouted rock bolts, providing a new tool for optimizing anchorage length and material toughness in deep underground engineering. Abstract The stability of rock masses in deep underground excavations, such
Wenhui Bian, Xiaohui He, Kexue Wang, Yufei Wu, Guoxin Wang, Shaochen Zhang, Jun Yang   +6 more
wiley   +1 more source

A Comprehensive Review on the Fatigue of Wood and Wood-Based Materials. [PDF]

Materials (Basel)
Gaberšček Tuta G, Fajdiga G.
europepmc   +1 more source

Analytical stress solution framework for lined compressed air energy storage chambers and its application to safe burial depth determination and supporting effectiveness evaluation

Deep Underground Science and Engineering, EarlyView.
An analytical framework delivers a closed‐form stress solution for lined compressed air energy storage chambers, enabling the determination of the minimum safe burial depth. The solution quantitatively evaluates lining support effectiveness, offering a reliable tool for chamber design and optimization.
Zeyuan Sun, Cheng Zhao, Jinquan Xing, Qinyuan Luo   +3 more
wiley   +1 more source

Influence of Novel "Umbrella"-Type Ladle Shroud on Liquid Steel Flow in a Two-Strand Slab Tundish: Physical and Numerical Modelling. [PDF]

Materials (Basel)
Cwudziński A, Fogaraš L, Demeter J, Demeter P, Buľko B.   +4 more
europepmc   +1 more source

Fracture evolution of a thick soft protection layer and the water inrush mechanism in overburden under longwall mining

Deep Underground Science and Engineering, EarlyView.
Through shear–tensile creep tests and viscoelastic modeling, the fracture evolution of thick soft protective layers is clarified. Results show thickness‐dependent rheological failure modes that govern four types of roof water inrush, providing a mechanism‐based framework for hazard prediction and control. Abstract In the Jurassic coal‐bearing strata of
Mengnan Liu, Wei Qiao, Xianggang Cheng, Xiangsheng Meng, Peichao Feng   +4 more
wiley   +1 more source

Ductile Fracture of L360QS Pipeline Steel Under Multi-Axial Stress States. [PDF]

Materials (Basel)
Zheng H, Jia B, Zhu L, Li N, Xiang Y, Lu J, Zhang S.   +6 more
europepmc   +1 more source

Mechanism and disaster control new technology of strong ground pressure manifestation in ultra‐large mining face

Deep Underground Science and Engineering, EarlyView.
In response to the problem of strong mining pressure manifestation along the goaf roadway in a thick coal seam mining area, this study uses a new type of combined blasting roof cutting technology to effectively control the manifestation and deformation of mining pressure along the goaf roadway.
Xiaoding Xu, Manchao He, Jun Yang, Yubing Gao, Qiang Fu, Qing Ma, Yajun Wang   +6 more
wiley   +1 more source

Gap study on concrete filled steel tube (CFST) and concrete filled double steel tube (CFDST) columns subjected to blast loads. [PDF]

Sci Rep
El Sherbiny MG, Serror MH, Ramadan OMO, Khalil AM.   +3 more
europepmc   +1 more source

Shear strengthening of masonry panels with GFRP: preliminary experimental results [PDF]

, 2000
Bonfiglioli, Barbara, Manfroni, Odine, Pascale, Giovanni, Stratford, Tim   +3 more
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