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Analytical, computational and physical models Views: 1,353 Downloads: 765 Vol. 18, No. 69 (2024) May 10, 2024 pp. 154-180

A Numerical Study on Predicting Bond-Slip Relationship of Reinforced Concrete using Surface Based Cohesive Behavior

Minhajul Bari Prince, Debasish Sen

Overall structural integrity and load transfer between concrete and reinforcement enabling composite action relies on the bond between concrete and reinforcement. Bond strength determination of reinforced concrete is an essential task that…

10.3221/IGF-ESIS.69.12Copy the DOI link

Details: A Numerical Study on Predicting Bond-Slip Relationship of Reinforced Concrete using Surface Based Cohesive Behavior PDF Visual Abstract

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Fatigue and Fracture of non metallic materials Views: 1,387 Downloads: 579 Vol. 18, No. 67 (2024) December 17, 2023 pp. 80-93

Effect of Granular Waste Compact Disc on Bond Strength between Steel Bars and Surrounding Concrete

Barzan Mawlood, Sanaa Khaleel, Ahmed Mohammad

In recent decades, researchers have tried to use waste materials as a partial or complete replacement of the gravel ingredients of concrete to reduce environmental impact. One of these materials is electronic waste. The problem of this…

10.3221/IGF-ESIS.67.06Copy the DOI link

Details: Effect of Granular Waste Compact Disc on Bond Strength between Steel Bars and Surrounding Concrete PDF Visual Abstract

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Integrity of materials and structures Views: 436 Downloads: 226 Vol. 19, No. 74 (2025) August 10, 2025 pp. 89-114

Experimental Investigation of Tensile and Bond Strength for a GFRP–SSWM Hybrid Wraps

Vipul Kalyani, Digesh Joshi, Paresh Patel

This study experimentally investigates the tensile and bond performance of novel GFRP–SSWM hybrid wraps developed using two epoxy adhesives - Sikadur 30 LP and Sikadur 330. A total of 42 coupon specimens for tensile testing and 48 dumbbell…

10.3221/IGF-ESIS.74.07Copy the DOI link

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Structural Integrity and Durability of Structures Views: 532 Downloads: 438 Vol. 16, No. 59 (2022) December 22, 2021 pp. 49-61

Analysis of the bond-slip performance of steel bars and steel fiber recycled concrete based on the constitutive relationship model

Zhengbing Xia, Xiaofang Duan

In order to promote the application of steel fiber recycled concrete in projects such as roads and bridges, 25 groups of steel fiber recycled concrete with different mix proportions were designed, taking the replacement rate of recycled…

10.3221/IGF-ESIS.59.04Copy the DOI link

Details: Analysis of the bond-slip performance of steel bars and steel fiber recycled concrete based on the constitutive relationship model PDF Visual Abstract

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Structural Integrity and Durability of Structures Views: 613 Downloads: 423 Vol. 14, No. 53 (2020) July 19, 2020 pp. 353-371

Thermal Effect on Bond Strength of Rubberized Concrete Filled Steel Tubular Sections

Hesham Fawzy, Suzan Mustafa, Ahmed AbdEl-Badie

This study aims to assess the effect of high temperature on the bond strength of Concrete Filled Steel Tubular (CFST) sections incorporating crumb rubber particles as partial replacement of fine aggregates in concrete core. High daily…

10.3221/IGF-ESIS.53.28Copy the DOI link

Details: Thermal Effect on Bond Strength of Rubberized Concrete Filled Steel Tubular Sections PDF Visual Abstract

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Structural Integrity and Durability of Structures Views: 1,579 Downloads: 1,417 Vol. 17, No. 63 (2023) December 21, 2022 pp. 134-152

Structural behavior of Lightweight and High strength Layered Hollow Core Slabs

Asmaa Ghamry, Ahmed Esia, Louay Aboul-Nour

A new technique of Layered Hollow Core Slab (LHCS) has been used to obtain a slab with an optimum weight-to-strength ratio. Specimens with a 90 mm top layer of High Strength Concrete (HSC) and a 90 mm bottom layer of Lightweight Aggregate…

10.3221/IGF-ESIS.63.13Copy the DOI link

Details: Structural behavior of Lightweight and High strength Layered Hollow Core Slabs PDF Visual Abstract

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Reliability and Life Extension of Components Views: 1,589 Downloads: 651 Vol. 14, No. 52 (2020) March 2, 2020 pp. 211-229

Effect of aggregate type on moisture susceptibility of modified cold recycled mix asphalt: evaluation by mechanical tests and Surface Free Energy method

Hassan Latifi, Nahid Amini

There are deficiencies associated with cold mix asphalts, specifically, cold recycled mix asphalts in comparison with hot mix asphalt or hot recycled mix asphalt such as higher moisture susceptibility. Moisture damage of asphalt mixtures…

10.3221/IGF-ESIS.52.17Copy the DOI link

Details: Effect of aggregate type on moisture susceptibility of modified cold recycled mix asphalt: evaluation by mechanical tests and Surface Free Energy method PDF Visual Abstract

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Miscellanea Views: 1,820 Downloads: 714 Vol. 8, No. 29 (2014) July 9, 2014 pp. pages 284-292

Bond-slip analysis via a cohesive-zone model simulating damage, friction and interlocking

R. Serpier, L. Varricchio, E. Sacco, G. Alfano

A recently proposed cohesive-zone model which effectively combines damage, friction and mechanical interlocking has been revisited and further validated by numerically simulating the pull-out test, from a concrete block, of a ribbed steel…

10.3221/IGF-ESIS.29.24Copy the DOI link

Details: Bond-slip analysis via a cohesive-zone model simulating damage, friction and interlocking PDF

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Miscellanea Views: 951 Downloads: 798 Vol. 10, No. 36 (2016) March 22, 2016 pp. Pages 191-200

Crack formation of steel reinforced concrete structure under stress in construction period

Hua Zhu

To obtain deformation rules of steel reinforced concrete structure under stress, this study explored the crack formation in construction period. A novel structure system – steel reinforced concrete structure with shear wall and truss at…

10.3221/IGF-ESIS.36.19Copy the DOI link

Details: Crack formation of steel reinforced concrete structure under stress in construction period PDF

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Miscellanea Views: 804 Downloads: 780 Vol. 12, No. 45 (2018) June 21, 2018 pp. 135-146

Influence of limestone dust and natural pozzolan on engineering properties of self-compacting repair mortars

Mohamed Ghrici, Said Choucha, Mohamed Ghrici, Ahmed Omran

The main goal of this work is the formulation of a self-compacting repair mortars (SCRMs) containing limestone dust (LD) and natural pozzolan (NP). For this purpose, a control mortar (SCRM-0) and two different mortars types, one with 10%…

10.3221/IGF-ESIS.45.11Copy the DOI link

Details: Influence of limestone dust and natural pozzolan on engineering properties of self-compacting repair mortars PDF Visual Abstract

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Fracture Views: 1,022 Downloads: 806 Vol. 17, No. 65 (2023) June 22, 2023 pp. 257-269

Experimental studies to evaluate tensile and bond strength of Stainless-Steel Wire Mesh (SSWM)

Paresh Patel, Digesh Joshi, Rinkesh Makawana

Structural strengthening is vital to improve the load-carrying capacity partially or severely damaged Reinforced Concrete (RC) elements. Fiber Reinforced Polymers (FRPs) are widely used for strengthening purposes. In this study, use of…

10.3221/IGF-ESIS.65.17Copy the DOI link

Details: Experimental studies to evaluate tensile and bond strength of Stainless-Steel Wire Mesh (SSWM) PDF Visual Abstract

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Miscellanea Views: 1,377 Downloads: 456 Vol. 11, No. 42 (2017) September 29, 2017 pp. Pages 147-160

Generalised fracture mechanics approach to the interfacial failure analysis of a bonded steel-concrete joint

Wouter De Corte, Peter Helincks, Veerle Boel, Jan Klusak, Stanislav Seitl, Geert De Schutter

Steel-concrete joints are often made by welded shear studs. However, this connection reduces the fatigue strength, especially in situations where locally concentrated loads occur with a large number of load cycles e.g. in bridge decks. In…

10.3221/IGF-ESIS.42.16Copy the DOI link

Details: Generalised fracture mechanics approach to the interfacial failure analysis of a bonded steel-concrete joint PDF

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Integrity of materials and structures Views: 890 Downloads: 339 Vol. 19, No. 72 (2025) January 9, 2025 pp. 34-45

Improved flexural behaviour of reinforced concrete beam strengthened using stainless steel wire mesh

Shail Shah, Parth Raithatha, Sunil Raiyani

The paper presents an experimental investigation of the flexural behaviour of reinforced concrete (RC) beam elements strengthened externally with stainless steel wire mesh (SSWM). SSWM has the potential to be an alternative composite…

10.3221/IGF-ESIS.72.04Copy the DOI link

Details: Improved flexural behaviour of reinforced concrete beam strengthened using stainless steel wire mesh PDF HTML Visual Abstract

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SI: 1st Benelux Network Meeting and Workshop on Damage and Fracture Mechanics Views: 548 Downloads: 443 Vol. 14, No. 53 (2020) July 19, 2020 pp. 26-37

Unified methodology for characterisation of global fatigue damage evolution in adhesively bonded joints

Jaiswal Pankaj, Rahul Iyer Kumar, Wim De Waele

The present work concentrates on the development of a methodology for evaluating the fatigue performance of single and double lap adhesively bonded joints subjected to constant or variable fatigue loading. Firstly, a methodology was…

10.3221/IGF-ESIS.53.03Copy the DOI link

Details: Unified methodology for characterisation of global fatigue damage evolution in adhesively bonded joints PDF Visual Abstract

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