Results 31 to 40 of about 1,973 (146)

Pressure–impulse diagrams of RC beams considering fire–blast interaction

open access: yesStructural Concrete, Volume 26, Issue 3, Page 3305-3318, June 2025.
Abstract When analyzing military, defense, or structures/infrastructures deemed critical, explosion‐induced actions—often associated with malicious actions—play a significant role. The combined effect of a blast and fire is not uncommon: in fact, an explosion can be the extreme consequence of a fire or vice versa, a fire can occur as the result of an ...
Matteo Colombo, Paolo Martinelli
wiley   +1 more source

Thermo‐Electro‐Mechanical Modeling of Failure: Application to Long‐Term Reliability of Aging Transmission Lines

open access: yesEngineering Reports, Volume 7, Issue 4, April 2025.
A one‐dimensional representation of an initially damaged conductor cable is subject to mechanical tension, heat exchange with the environment, and an electric current, which combined lead to thermal failure from overheating. The deterministic solution of the physical system through the finite element method enters the PCM stochastic solver as a black ...
Eduardo A. Barros De Moraes   +2 more
wiley   +1 more source

Connections of Trapezoidal Sheets under Fire

open access: yesActa Polytechnica, 2009
This paper describes two different experiments on connections of trapezoidal sheets under elevated temperatures. The first experiments were tensile tests carried out on four sets of tests with screwed connections under ambient and elevated temperatures ...
P. Kallerová, F. Wald, Z. Sokol
doaj  

Structural performance of semi-rigid composite frame under column loss [PDF]

open access: yes, 2015
The catenary action associated with significant second order effects plays an important role in resisting additional loads when structural column is destroyed under unexpected loads.
Fu, F., Gao, S., Guo, L.
core   +1 more source

Robustness of Dry‐Assembled Precast Wall and Coupled Wall‐Frame High‐Rise Structures With Voided Prestressed Slabs

open access: yesThe Structural Design of Tall and Special Buildings, Volume 34, Issue 1, January 2025.
ABSTRACT Precast concrete structures are recognized among the structural typologies that may mostly suffer from progressive collapse as a consequence of local unpredicted damage, also due to past accidents occurred in buildings employing old precast technologies neglecting the basic robustness criteria and characterized by poorly detailed and/or ...
Bruno Dal Lago   +2 more
wiley   +1 more source

Multi‐Scenario Stochastic Modeling of Failure in Power Transmission Lines

open access: yesThe Journal of Engineering, Volume 2025, Issue 1, January/December 2025.
This paper presents a comprehensive thermo‐electro‐mechanical model to investigate the effect of unexpected high wind, wildfire, and ice on power transmission lines over time. The developed method offers an in‐depth perspective on temperature and damage evolution within the power lines by incorporating a damage and fatigue phase field model, with ...
Prakash KC   +2 more
wiley   +1 more source

Component‐Based Modeling of Steel–Concrete Composite Endplate Connections Under Fire Conditions

open access: yesAdvances in Civil Engineering, Volume 2025, Issue 1, 2025.
In fire scenarios, the performance of connections in composite structures differs significantly from that in noncomposite steel structures. To accurately simulate the high‐temperature behavior of composite endplate connections, a component‐based model has been developed and integrated into the Vulcan software.
Yu Liu   +4 more
wiley   +1 more source

Progressive Collapse Resisting Mechanisms of Planar Prestressed Concrete Frame [PDF]

open access: yes, 2019
The paper presents the behavior of six tests of Planar Prestressed Concrete Frame under the loss of a middle column. The six tests consist of two non-prestressed reinforced concrete (RC) specimens and four prestressed concrete (PC) specimens with bonded ...
Fu, F., Li, B., Qian, K., Zhang, X-D.
core   +1 more source

New Method for Designing and Assembling Segmental Cut‐and‐Cover Tunnel Lining in High‐Speed Railway Based on Cross‐Sectional Dimensions

open access: yesAdvances in Civil Engineering, Volume 2025, Issue 1, 2025.
Based on the structural gauge of high‐speed railway and interior contour of high‐speed railway tunnel in which high‐speed trains travel at the velocity from 300 to 350 km/h on double tracks, and considering the characteristics of designing the cross section of arch‐shaped cut‐and‐cover tunnel lining (CCTL) with both curved haunches and invert, the ...
Xiaojun Zhou, Arnab Biswas
wiley   +1 more source

Model Tests on Influence Factors on the Pullout Behavior of Suction Caisson in Stratified Soils

open access: yesAdvances in Civil Engineering, Volume 2025, Issue 1, 2025.
As offshore wind power constructions expand into deep waters, suction caissons have gradually become the preferred foundation. The controlled load of the suction caisson for the deep‐water wind turbine is the pullout load. A series of experimental tests have been conducted focusing on various factors influencing the pullout bearing capacity, including ...
Lunbo Luo   +6 more
wiley   +1 more source

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